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'A' Cn • �` Q �r ( ) ( ) � � 7.4E UNIT TPTH06E ELECTRICAL PLAN �I S1 STRUCTURAL NOTES Q cr1 z orwc� � S2 BUILDING FOUNDATION PLAN Construction Documents Conceptual Design Structural EngineerBuilder &Owner ' �UEAcf� co �o�z � S3 DOWEL LAYOUT PLAN $( Project Coordination f R S4 FLOOR FRAMING PLAN Record E 11�w S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILSL� SD2 GENERAL DETAILS � z TF Design, Inc. Quadra Design , w Studios Inc. CKi!MATT� o� �SD3 GENERAL DETAILS 6685 Arroyo Dr. � I--- w DESIGN MONTA CONSULTING & DESIGN SD4 GENERAL DETAILS Melbourne FL, 32940 homes SD5 of WMR AND ASSOCIATES INC. DE 2171 Avenue road Suite 302 "�ORBUILDING D TENDED AND C�'3NC?1"CfQlNP.1...1..�" W AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS Cert. of Authorization No. 9177 p[_AN5 A�� ' North York, Ontario M 5 M 4134 FOS ��°� A ��M` �c)5ROC ��A,~� 400 park Avenue South AC CE AP9Y QI TIIG. &C ANLL NOf AS AUTNQi2°iY T+a VIOL.A"V'�", SQ6 FIRE SEPARATION WALLS AND DETAILS TEL: (321) 288-6274 TEL: 416 322-6334 222 S. Westmonte Dr. Suite 100 �o�ST��E�-�a �� A `�"'�"�`" ��, ��.�D� �: cra SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS Springs, EMAIL: tfrost�t-f-design.com ) Altamonte S rin s FL 32714 suite 220 ��,�,® �I�� NYHA° info�quadradesignstudios.com Winter Park FL 32789 CANG0 AL,1. TEL: 4 0 7 6 81-1917 ��{SIDNS �� .T r I , NT 4 � , Gam I( SD8 FIRE SEPARATION DETAILS ( ) FIR TEL: (407) 599-9994 ®Pror�T»> �r.AFTE� ��'"'�'NG A c' Gh! �''riE- �'I-ANS, CONSTRi9CTlQ�`"� T10N OE E QFZ OTH VIOI P,f'RON OF c GENERAL DESIGN CRITERIA E V �"S- 0 N Lo o OCCUPANCY CLASSIFICATION - R3 SPRINKLER REV # DATE DESCRIPTION APPLICABLE CODES: 7 00 CONSTRUCTION TYPE - 5B FLORIDA BUILDING CODE, 2010 ® � o 00 08/20/12 ,ISSUED FOR PERMIT AND FBCR 2010 � � � DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010 Z I- A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 V) � B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 O J C) DECKS - 40 PSF 0 nj D) STAIRS - 40 PSF _ LIFE SAFETY CODE NFPA 101, 2009 = L.LJNEC, 2008 � a E) ROOFS 20 PSF FLORIDA ENERGY CODE 2010 FBC 0 NFPA 13R 2007 w < WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) NFPA 72 2007-) �-- =-00 0 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH of f Ict ® < v - 2 NOMINAL DESIGN WIND SPEED (VASD)= 108 MPH BUILDING CATEGORY = II DESIGN DRAWN QUADR TJF/AT 3) WIND EXPOSURE (ALL SIDES) = B D WMR 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 DWCHECKEECKE 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: o.Z /�3�8 J0� N 2010/205 FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF ' r'Z SCALE AS NOTED FOR ROOF LOCATIONS: (-) 42 PSF, (+) 33 PSF DATE 08/20/12 .a SHT 1 OF 20 w 0 L.L.. L.L, 20'-11 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-11 J" TPTH03E TPTH02 TPTH03 TPTH01 62 �' HUS 63 r "�`� 64 I r I I IVVL 58 59 60 EL V. (REV.)61 ELEVA' ELEV.'B' (REV.) ELEV. 'D' (RV.REV.ELEV. A ELEV. A FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS D PENETRATIONS THROUGH U373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 0 FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 7 iJNIT BUILDING 3/16" = 1'-0„ SEC-AOND FLOOR PLAA 4,1SYMBOLS D INDICATES 2 HOUR PARTY WALL — SHAFT LINER SYSTEM UL U373. INSTALL ® PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1/SD6 INDICATES 1 HOUR RATED EXTERIOR WALL — UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE WALL SECTION 4/SD8 0 ��®®►1111[1//// O N ® fl1////Z40� re� ®•��bo•••,� 40 LL. �®emsi' tv E2 Z dZ i t ® E. o® z 8 uj i• i uwi U J 0 ry 11<hl i 11 77 0 DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 0 0 ry 77 ® 00 Ln z ®®0 _Lid UJ \_1� Ld CD C ch� a_ -i DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 6:12 6:12 6:12 \ � c O O D 0 x x 00 00 ip i0 M M 28"x44' 28 x44 Dx oX 00 a0 co io 0 0 x x sh io �0 M M O O (0 co I L I OITA9 I 9000 a nn q. d : D " 0 TPTH06E (1'�@T''� �(DT"TH01 � TTH03I9 TPTH0ELEV. 'A' (REV.) 63 ELEV. D' (REV.) ELEV.B' (REV.) EV. 'A' 60 ELEV. 'B' (REV.) ELEV. 1 6:12 6:12 6 �12 6:12 �� i 61� 8:12 REAR ELEVATION 6:12 5:12 Lp WEPTH03ELEV. 'A' "aex"SC I OITA9 I 9000 TPTH06E (1'�@T''� �(DT"TH01 � TTH03I9 TPTH0ELEV. 'A' (REV.) 63 ELEV. D' (REV.) ELEV.B' (REV.) EV. 'A' 60 ELEV. 'B' (REV.) ELEV. 1 6:12 6:12 6 �12 6:12 �� i 61� 8:12 REAR ELEVATION 6:12 5:12 Lp WEPTH03ELEV. 'A' "aex" 27 I 01TA9 I 9000 TPTH06E (1'�@T''� �(DT"TH01 � TTH03I9 TPTH0ELEV. 'A' (REV.) 63 ELEV. D' (REV.) ELEV.B' (REV.) EV. 'A' 60 ELEV. 'B' (REV.) ELEV. 1 6:12 6:12 6 �12 6:12 �� i 61� 8:12 REAR ELEVATION 6:12 5:12 Lp WEPTH03ELEV. 'A' "aex"SC I 01TA9 I 9000 TPTH06E (1'�@T''� �(DT"TH01 � TTH03I9 TPTH0ELEV. 'A' (REV.) 63 ELEV. D' (REV.) ELEV.B' (REV.) EV. 'A' 60 ELEV. 'B' (REV.) ELEV. 1 6:12 6:12 6 �12 6:12 �� i 61� 8:12 REAR ELEVATION 6:12 5:12 Lp WEPTH03ELEV. 'A' E1 E2 59 TPTH02 E -LE U. 'A' 5:12 4:12 6:12 "aex" sc I OITA9 I u a E1 E2 59 TPTH02 E -LE U. 'A' 5:12 4:12 6:12 6:12 58 TPTH03E ELEV. 'A' ISL— PENN [mini I ■I�1■� 1� 1 E3 E4 v v E7 ES E9 10 LP - T PTH01 TPTH02 TPTH03 -Tp TH06E 6� ELEV. 'B' (REV.) SELEV.A''62 ELEV. 'B' (REV.) @ELEV. 'D' (REV.) 64 ELEV. 'A' (REV.) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: HOUSE ADDRESS NUMBERS TO BE MOUNTED ON FRONT ELEVATION SO THAT THEY ARE CLEARLY VISIBLE FROM THE STREET PER FBC2010 R319 7 UNIT BUILDING FRONT SND REAR ELEtaATIONS 3/16 99 = 19-099 TOP OF PLATE TOP OF WINDO FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW 00 h FIN. GROUND FLOOR FIN. GRADE 00 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOC TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR i co h o � co I "aex" sc I OITA9 I 9000 6:12 58 TPTH03E ELEV. 'A' ISL— PENN [mini I ■I�1■� 1� 1 E3 E4 v v E7 ES E9 10 LP - T PTH01 TPTH02 TPTH03 -Tp TH06E 6� ELEV. 'B' (REV.) SELEV.A''62 ELEV. 'B' (REV.) @ELEV. 'D' (REV.) 64 ELEV. 'A' (REV.) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: HOUSE ADDRESS NUMBERS TO BE MOUNTED ON FRONT ELEVATION SO THAT THEY ARE CLEARLY VISIBLE FROM THE STREET PER FBC2010 R319 7 UNIT BUILDING FRONT SND REAR ELEtaATIONS 3/16 99 = 19-099 TOP OF PLATE TOP OF WINDO FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW 00 h FIN. GROUND FLOOR FIN. GRADE 00 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOC TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR i co h o � co I SHT OF BC -41 LL] I I a nn �0 D p~ 0 UM _ �z �" U) Ez.- 0 00 o 0 z u = 66 Z H � :2 0 L.LJ J 0 �— J ��a = Z O o LLJ L = CD ry<0 SHT OF BC -41 a nn CD D 0 _ w� 0 00 o 0 = Z W � :2 0 0 �— J = LTJ o L = CD ry<0 GL J m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -41 6:12 6.1`Z s. r2 8:12 _ 6:12 O FIN. GROUND FLOOR IL FIN. GRADE 00 58JE'L EVTH03E . 'A' LEFT END ELEVATION 6:12 @j)WALKWAY 'A' SHUTTERS E6 WALKWAY 'B' SHUTTERS FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 64 TPTH06E ELEV. A' (REV.) RIGHT END ELEVATION r UNIT BUILDING LEFT AND RIGHT END ELEVATIONS. 99 9 9 3/16 - 1 -0 gIWALKWAY 'A' DOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEV 01 6:12 6:12 6:12 TOP OF PLATE TOP OF WINDO FIN. SECOND FL( TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE Go C-42 FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS E� WALKWAY 'B' Es WALKWAY 'D' WINDOW AT GARAGE SHUTTERS 7 UNIT BUILDING ENTRY. 3/16 - 19-099 E9 FRONT ENTRANCE 'D' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY BADE WALL ELEVATIONS Ego WALKWAY 'A' SHUTTERS �q r C7 ELECTRIC METE NICHE gIWALKWAY 'A' DOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEV 01 6:12 6:12 6:12 TOP OF PLATE TOP OF WINDO FIN. SECOND FL( TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE Go C-42 FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS E� WALKWAY 'B' Es WALKWAY 'D' WINDOW AT GARAGE SHUTTERS 7 UNIT BUILDING ENTRY. 3/16 - 19-099 E9 FRONT ENTRANCE 'D' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY BADE WALL ELEVATIONS Ego WALKWAY 'A' SHUTTERS RM SHT OF BC -5 I d�, �q Z O d" -0 r-YI -1ACC >um, 0E d E-1 LjJI p��w� z © C 0 Ljj _ �! a zLj o��a W w Q MnD 0 C ry L -i ® 00 a o Lr) z LlV) 11-- �0 0 _j U1 l<0® m��m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED RM SHT OF BC -5 I d�, 00 I 21'-0" 4'-0" 1 4'-0" 20'- 0" 4'-0" I. 4'-0" 20'-0" 4'-0" 1, 4'-0" 20'-0" 4'-0" 1 4'-0" 20'-0" 4'-0" I. 4'-0" 20'-0" 4'-0" I 4,-0" 21'-0" — / / / / /� /' // / / ✓ / // / /' /--------------------� -------------------------- ----_...-..--------------------- - ''L-.-----..--_-..�-------1 --�--'--/-�--------.----.------------,L- �-,--.-�-----_....-.------------ /-� --� T /--_.�. .�-------------.-- _ - L / ///' / // // ,I ( / � �/ ,, ,, ,! I /` // �, // /✓� I / � ,/, SII I PROVIDE FIRE RETARDENT -----/- / !` /'` PROVIDE FIRE RETARDENT ! " / / / /' PROVIDE FIRE RETARDFNT / / / / / // PROVIDE FIRE RETARDENT / // ( PROVIDE FIRE RETARDENT I+ / /' / / I PROVIDE FIRE RETARDENT-----�� / TREATED PLYWOOD SHEATHING / / / / / / TREATED PLYWOOD SHEATHING ! / / / TREATED PLYWOOD SHEATHING / / / TREATED PLYWOOD SHEATHING / /' H TREATED PLYWOOD SHEATHING TREATED PLYWOOD SHEATHING MINA' -0° EACH SIDE OF // / / / % MIN. 4'-0" EACH SIDE OF / // // // % MIN. 4'-0" EACH SIDE OF ' / // /�/`' /�I MIN. 4'-0" EACH SIDE OF // /' / //� /� ,/ MIN. 4'-0" EACH SIDE OF // // / // MIN. 4'-0" EACH SIDE OF THE PARTY WALL CENTERLINE / / / // /.' / // / .G THE PARTY WALL CENTERLINE V THE PARTY WALL CENTERLINE / " // "� THE PARTY WALL CENTERLINE / // / //� j`I--'—THE PARTY WALL CENTERLINE NO PENETRATIONS ALLOWED / / / / NOEPENETRATOLNSCAL OWEDE�,// / / / / / / / NO PENETRATIONS ALLOWED / ' NO PENETRATIONS ALLOWED / ✓ NO PENETRATIONS ALLOWED / NO PENETRATIONS ALL W D WITHIN THIS ZONE / // WITHIN THIS ZONE / ✓ / /' / WITHIN THIS ZONE V ,/ ,�/ // /` // WITHIN THIS ZONE /' / � // WITHIN THIS ZONE /" / i /'I WITHIN THIS ZONE F ✓.' // / ✓ / // / / // / / �/ / '' / / / / /' a , / PROVIDE OFF -RIDGE VENTS AS REQUIRED PER CODE TYP / ,/ / / / / // ✓ // �� PROVIDE OFF -RIDGE VENTS / / / / / D6 // ,' /� / / ��/ / / ✓ ! // / D6 I ` / /' ' ., ii 88 ..1122 AS REQUIRED PER CODE TYP� P/ / / / �' / ✓ / / // / // ✓ / // �, / / / / ,,� / / / / N PROVIDE OFF -RIDGE VENTS / / / /' ✓'' /� / i / /' 'I /i / // / r / /i / / / i / / /� / / AS REQUIRED PER CODE TYP 6:12 % 7 i / / / / ! CONCRETE TILE ROOF INSTALLED PER / ' / / N ( ' / / CONCRETE TILE ROOF INSTALLED PER Y CONCRETE SPECIFICATIONS / // / /// / MANUFACTURERS SPECIFICATIONS a !' / // i / / / / / / / / / 1 MANUFACTURERS SPECIFICATIONS 66 6:12 // / / / / CONCRETE TILE ROOF INSTALLED PER 1 / / / / / /I 1,,''/! , // /I ✓ r/" / i 612 r// / / // 1 r / / / �'1 r/' �, / /✓ /r // // / /�' / / / / / r / /I / / a / /I F / ! / /'� /' / /' / / / / /4 r / i12 ✓ / �� // / // / / % ; / i ✓ / ' / / / ✓ / ' / '�I / / X :12 6;12 O 6:12 6:12 , x ' N r 011/ /_ / / ✓ / / / iSD6 ✓ ' / / / / / Y / / ✓ / / ! / / D6 /' / 'ol ' ,,I / / SID ✓ / I, ' ' x:12 / 6. 2 1 //1 / /,"/ I I � / I / // ✓ � /' 1 I // / 65. D.S. 4 / 4 ✓ / / / q —r— D.S. r // / I o I I // ,//r ✓// �,11 SD � ''' / // ,' /,� � / I;// / / /' I I w D.S..��.... 1 __. , '� //alit/ ��/ ' � /�/'�, �'� ,4 1 / 1 / k //// / ,� /� / ✓/ / / ' PROVIDE OFF -RIDGE VENTS I ' I :/ //_ ,I ----I,' '` '/ D•S/'I 6:12 6'12 % — — — — — — — AS REQUIRED PER CODE TY1612 6:12 O t 4 1 I I iI ✓/ //r // // /// ///// ' I I / /�"" / ✓/ // //✓ // // "/ ✓ �II I I' // / / I 2D aJI // //' I D6 1 6 612 6:12 DI ------ I 1� II 2 1I II 612 r / i --------------- ✓I 1 //'I 6:12 ✓ / / / Q J SD 4 6:12 I T_6:12 6:12 / r D8 // / // // / i/ / /'I 2 / l 5 12 / D6 / � L/ / /✓ / 6:1 1 / 4 N I a // r 4 4 r / / / / / D6 !/ / 4'-3" SD6I 4 .'-------- ------ °� / ✓ / SD6 SD6 / 4/ / // / ro 2 I u SD6 a i / SD6 /� i �/ �'� / �{ 6/ 1 -/-------- D.S. / D.S. D.S. / /I -------- ----------L--------------- —�-�-t ---- / - ---- - ----- ------------< t-� r- -C-- �r / ✓ ---__- _---- l -------- / __ — ' J D.S. --- --- D.S. 2,. 4,-0" 2" 2>, 2„ 4'-6" 4'-7" TPTHO3E TPTHO2 TPTHO3 TPTHO1 TPTHO2 TPTHO3 -IT HO6E 58 ELEV. 'A' S9 ELEV. 'A' 60 ELEV. 'B' (REV.) 61 ELEV. 'A' 62 ELEV. 'B' (REV.) 63 ELEV. 'D' (REV.) 64 ELEV. 'A' (REV.) LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2010 SECTION 8318.6 `7 UNIT BUILDING ROOF PLAN. 3/ 16" 1 _ Q,� ROOF SYMBOLS LEGEN® ® INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF -RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC—R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. I Ld Vol ♦ `�� °°°°°°®�,°�� CEJ N n N ♦ °° ,� L�, °+ cp 41u.1 .- •� 0 IL I' 00 4 LO i I 'j 10 U Q U7 E-+ HZ cn a m o� A 00 z E-1 U) N_ W .-. '!� a r-� I QH LTJ F'oa�a Lij Ld SHT OF BC -6 ry � o Lj ® o0 0 0 Ln Z w3�:� ® � 0 _ LLJ M o Lu ) 0 ®<U(� a- :2® m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. IL - LI - 5 SHELVES FOR 9' CEILING 2668 LO r - MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U 0 LAUNDRY 15 IN TILE :- 8'-1" T LjjO z > MICROWAVES LOCATED ABOVE A COOKING D II o w w 7 D 3R _ - TSN _ OPT7 N Of O SPECIFICATION OVER 7/8° THICK PRIMED 3 Z (�D Gj- COAT CEMENTITIOUS APPLICATION OVER V) w ry W m J J J m 0 Z :3:: =0n Z Z Z Z ¢ O w I- ¢ J ¢ CJ (n z¢ w w 2 w :E W bi W 0 ui Q' Z = ~ 2 C 7 Y U O r, w O O of ¢ O O ¢ FINISHED TEXTURE COATING PER BUILDERS z ¢ o 0 © J Q W COAT CEMENTITIOUS APPLICATION, 8" NOM. I- O = (� O cn - B LABEL YES FOR 1 HR RATED WALLS TIED TO CONTINUOUS BOND BEAM AT TOP a_ Ld -8" 8'-0" 1" R4 STRAPPING AT 24" O.C. T -NAILED INTO LLJ STRAPPING @ 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1B S-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS _ (R-8.61) 1 C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO OINTERIOR 3U373 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. W21 1H4 SH BLOCK SINGLE HUNG 26�" 508" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO W23 1 H6 SH BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.25 NO UNCONDITIONED SPACES APPROVED HOUSE W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44q" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28�" 60�" 11.67 NO AT BASE) EQUALLY SPACED & ANCHORED W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES ® W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27" 47" 08.81 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES MIN. WINDER READ MEASURED = 6" W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 72j" 18.00 YES MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR W91 48x50 SH BLOCK SINGLE HUNG 48" 509" 484" 50�" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES MAXIMUM 4" BETWEEN PICKETS. W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES IN WIDTH W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 60j" 20.00 YES INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM T WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON J SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) O9 SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER I IL - LI - 5 SHELVES FOR 9' CEILING 2668 LO r - MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND w U 0 LAUNDRY 15 IN TILE :- 8'-1" T c L.T. ROUGH REQUIREMENTS ARE TO BE TAKEN AS MINIMUM > MICROWAVES LOCATED ABOVE A COOKING D II W APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 7 D 3R _ - TSN _ OPT7 LJ 0 Of O SPECIFICATION OVER 7/8° THICK PRIMED 3 Z MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER V) NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV, METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED J m WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR to In zLi O SHEATHING, 2x4 STUDS ® 16" O.C. TO z cn Q FLOORING I- Q J ENGINEERS SPECIFICATIONS) R13 BATT w Q INSULATION, 1/2" INTERIOR DRYWALL FINISH. CJ EXTERIOR WALLS TO HAVE A FIRE RESISTANCE z Q r� O = ~ 2 C 7 Y U D W w ~ OCONCRETE 2 CEMENTITIOUS FINISH 0 FINISHED TEXTURE COATING PER BUILDERS 18 O U7 IY Li (n OZ COAT CEMENTITIOUS APPLICATION, 8" NOM. O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS TIED TO CONTINUOUS BOND BEAM AT TOP -8" 8'-0" 1" R4 STRAPPING AT 24" O.C. T -NAILED INTO QUADRA STRAPPING @ 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1B S-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS _ (R-8.61) 1 C S-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION STUD PARTITIONS AND INSTALLED PER MANUFACTURERS OINTERIOR 3U373 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. R4 FOR 2 STORIES TO 10'-0" MAX HEIGHT. TEMP GLASS FRENCH 18 LT PROVIDE 2x4 SPF#2 BOTTOM PLATE & 1E S-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS NON-BEARING PARTITIONS TO BE 2x4 �2 2'-8" 6'-8" 1 PRE-ENGINEERED ROOF TRUSSES BY TRUSS INTERIOR DOOR 8' CLG. TYP. FLOOR TO EXTERIOR 2'-8" 8'-0" 1 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 9' CLG, TYP. UNCONDITIONED SPACES APPROVED HOUSE 0 2'-6" 6'-8" 1 HALF OF REQUIRED VENTILATION AT EAVE AND HALF INTERIOR DOOR 8' CLG. TYP. OATTIC OVER LIVING SPACE ® 2'-6" 8'-0" 1 1/2" INTERIOR DRYWALL FINISH ON CEILING INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 INTERIOR DOOR 8' CLG. TYP. R,311.7.3 ® 2'-4" 8'-0" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) INTERIOR DOOR 9' CLG. TYP. TO 2x8 HEADER & P,T. 2x4 PLATE PER 50 2'-0" 6'-8" 1 IN EVERY SLEEPING ROOM 2. TREADS SHALL BE 2x12 SPF#2 RIPPED ) # INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED 5A 2'-0" 8'-0" 1 WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED, ® 2'-2" 6'-8" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 8' CLG. TYP. FOLLOWS ® 2'-2" 8'-0" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG. TYP. MAX. RISER = 7 3/4" �7 1'-6" 6'-8" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 8' CLG. TYP. FLIGHT OF STAIRS V-6" 8'-0" 1 " FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. FOR WINDER ,STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT 0) 1 W53 W53 r I d' 7 - 1 4 �I I I I » I I PORCH �I 1 I i Lr _ r�Ln I u) W53 ELECTRIC o� I METE R NICH O 21'-0" 5'-7" PATIO 10'-O"x 10'-0" CONCRETE AC (-)0'-4" W53 W53 6080 (PATIO DOOR lnloo r - a I� �00 i KITCHEN- SEE DRAWINGS "' TILE R BY CABINET 1 1 DINING-+ MFR FOR 54"x30" PREP. KITCHEN CAB TILE I ISLAND 7- r�loo ELEVATIONS `V r-100 r o 4'-6„ 5'-9j j J 3 6>, $$ I 41 1 II PNTR DW � SD6 cv 00 _ _ - - _ _ - - RAISED SNACK BAR _--_ - --------- 7r - - - - 8 7' - 1 2'-4 5 �7 - 2, I3„ 3„ II I 0 N Y J U GATHERING ROOM m0 TILE w I- -IN Lo w I awe mom PROVIDE p v � 0 D 12" DROPPED COFFERED CEILING 5/8"TYPE "�" oLj DRYWALL L - > TO COVER DROPPED STEP UNDER STAIis 0 Er m L_ -- -___� °dam " 5'-078„ 6 -0 „ STIOR�GE]��' B 1.3 ir> 17 6 7 1 ILO V00 HEADROOM 1� I O52, 2'-2" 12" DROP L 4- - 1C FOYER C14 B BULKHEAD O WD x TILE E IRROR ;n I LRO N HWT ( )0, 4„ OVIDE AN UNDER WT 5'-5g" 5'-11" 2'-5" 5'-61 3 6„ ELECTRIC Og G A R A G E PANEL LOC. SEE MEP SHTS 16'0"x7'0" O.H. GARAGE DOOR A 1.3 LINE OF SYNTHETIC STONE WAINSCOT 2'-6" 16'-0" 21'-0" 2'-6" FIRST FLOOR PLA 1/4 r0 I ^O N N I d 21'-0" 4'-614„ 9'-2-1" 7,-3j„ 11 1. TEMP GLASS W25 Its Lu J LL 0o m C 60"x "x2 > LL SOAKER T i CENTERED OVER PATIO DOOR BELOW W57 W57 /7 rMASTER SUITIE k 'D I CARPET �j- 9' HIGH COFFER 1 CEILING �� I TEMP GLASS I� 4 I ' NCL. I 21 MASTER 41CMASTER � 72" OASIS �3�1041, ------��,\„ 0 TILE - ---- --- 4 G 3'-1 MIRROR FIE LINEN r1jC'4 14 AHU I.0 I CARPET UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 7'-1>, 1 13 mX 40 I\ /I aC I /X\ I D r I IL - LI - 5 SHELVES FOR 9' CEILING 1 P OV DE PAN jNVR DN WASHER I 14R 1 W26 -19 5'-3 „ fI 2468 FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO BI -FOL SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & I GARAGE AERA 5 SHELVES FOR 9' CEILING 2668 LO r - MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND BI -FOLD 0 LAUNDRY 15 IN TILE :- 8'-1" T c L.T. ROUGH REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING D II W APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 7 D 3R _ - TSN _ OPT7 PPERS Of O SPECIFICATION OVER 7/8° THICK PRIMED 3 Z MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER V) 1 P OV DE PAN jNVR DN WASHER I 14R 1 W26 -19 5'-3 „ fI 3'-5" W.IC I 21 n 9'-2f ro O< BATH TILE in I i� 3'-41" 4 BEDROOM 3 N O CARPET I m (2) 2668 BI -FOLD 13'-1 " X 30" HIGH 28"X XT 3'-7" 1/4 = 1' - 0" A, -n„ 6�" I W27 4'-0" S IJ w w U zE: J H 0'�- < 1, - W � r- --IN M J I OD��t J r ¢ J o[if m zO O w O D In w Q 40" HIGH KNEE WALL W/ PTD. PINE CAP 00 I L0 u') 1 2 I1„ 4,-54„ 5„ 1 8' cL,G SD6 O I I I I IBEDRO M 21 j I CARPET I I r VAULTED 13� IL2 84' EGRESS 36" 74" W27 ARC TOP 3'-2" 3'-2" 3'-11, 14'-3�" ii111111 11�11 11 111 E1 HALLWAY STOP &DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD, PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER @ 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1715 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & I GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, LO r - MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC--M1503) 36"X 62" 15 IN JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE ARCHED EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING N I APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 O FINISHED TEXTURED COATING PER BUILDERS Of O SPECIFICATION OVER 7/8° THICK PRIMED 3 Z MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER V) NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV, METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR x 4" SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 3'-5" W.IC I 21 n 9'-2f ro O< BATH TILE in I i� 3'-41" 4 BEDROOM 3 N O CARPET I m (2) 2668 BI -FOLD 13'-1 " X 30" HIGH 28"X XT 3'-7" 1/4 = 1' - 0" A, -n„ 6�" I W27 4'-0" S IJ w w U zE: J H 0'�- < 1, - W � r- --IN M J I OD��t J r ¢ J o[if m zO O w O D In w Q 40" HIGH KNEE WALL W/ PTD. PINE CAP 00 I L0 u') 1 2 I1„ 4,-54„ 5„ 1 8' cL,G SD6 O I I I I IBEDRO M 21 j I CARPET I I r VAULTED 13� IL2 84' EGRESS 36" 74" W27 ARC TOP 3'-2" 3'-2" 3'-11, 14'-3�" ii111111 11�11 11 111 E1 HALLWAY STOP &DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD, PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER @ 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1715 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2204 SF r - MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC--M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES. HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES T&G SUB ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 3/4" -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8° THICK PRIMED 3 Z MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER V) NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV, METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR x UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT CQ a Q v EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE D %- RATING OF 1 HOUR WHERE LIMITING DISTANCE 0 IS LESS THAN S-0" BLOCK CONSTRUCTION - W OCONCRETE 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATEDt COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER o n - ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS p_ EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED DRAWN RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO QUADRA STRAPPING @ 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD CHECKED TJF REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 905/117 SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) AS NOTED RATED CONTINUOUS FROM TOP OF MASONRY DATE 06/02/12 FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS AND INSTALLED PER MANUFACTURERS OINTERIOR 3U373 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 Cad 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) A5 OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R,311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P,T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED, STRUCTURAL ENGINEERS SPECS, IN EVERY SLEEPING ROOM 2. TREADS SHALL BE 2x12 SPF#2 RIPPED ) # MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED, OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER ,STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. O7 MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL &WALL & CEILING BETWEEN GARAGE AND LIVING AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION, O9 SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT, SEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRA PP/NG W1 DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM O11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCUL A TIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELENA TION AS OUTLINED X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN IN AMERICAN NA TONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. (NST/TOTE INC, (ANS/ 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 703 SF SECOND FLOOR AREA 1012 SF TOTAL A/C AREA 1715 SF COVERED PORCH AREA 50 SF GARAGE AERA 439 SF TOTAL AREA UNDER ROOF 2204 SF 1.1A Fn 3 0 d� CQ r - VpWco U) ® E- � w F__ C) Z � A V) 3 w � Lij ' x J ;T- E-1 � CQ a Q v V- D %- W 0 U : _j M W p I� u 0 LL_ 1.1A Fn 3 Z ® ]0 F__ < Z V) 3 w � ® 1 : Li � � D %- < LTJ U : _j M I� u = Z o n - p_ J (- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG. NO. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 1.1A 1'-8" � 2'-0" 1'7 —IN I N I M LO c IN I N 3/4" RECES SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Z 00 2'-4" REAR VARIES EQ. t *INCLUDES PPO — BATH OASIS WINDOW 7" 3"14"1k SCALE 2:1 ELEVATION ra r 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER � 2'-0" 1'7 —IN I N I M LO c IN I N 3/4" RECES SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Z 00 2'-4" A ELEU` METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE TOTAL GLASS AREA ON REAR 1 FEQ. EQ. t *INCLUDES PPO — BATH OASIS WINDOW LbJ REAR ELEVATION �I 99 A 99 rn w ry a VARIES 7' TT r� N10" WIDTH 3� r `y 7" WIDTH SCALE 2:1 SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER A ELEU` METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 127.92 SQ. FT.* *INCLUDES PPO — BATH OASIS WINDOW LbJ REAR ELEVATION �I 99 A 99 1/4 = 1' - 0" TOP OF PLATE TOP OF WINDOW T o c I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH I STUCCO PLASTER (TYP) a°1 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) FIN. GROUND FLOOR «, FIN. GRADE x 4 I i� co 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF WINDOW 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 7/8" STUCCO PLASTER FINISH (2ND FLOOR TYP.) INC RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR TOP OF WINDOW 6"WIDE x18 1/2" HIGH x 18- 1/2" 8-1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (GROUND FLOOR TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR ..------- -__www-.w---- 00 FIN GRADE 6:12 6:12 ��/ 612 i TOTAL GLASS AREA ON FRONT ELEVATION = 47.42 SQ. FT. FRONT ELEVATION 99 A9 1/4" = 1'-0" 6:12 1"x6" RAISED STUCCO 6.12 6•�2 PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 8:12 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) PROVIDE CONTROL JOINT SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) C� 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) SIDE ELE`V'ATION " y" LbJ �I SIDE ELE`V'ATION " y" LbJ 7' O 11-_ CL U D� i. w t� -q- 0 ~`-'0a®�®•®. a.I LLJ Nt p 0 w W �Uj ®` Y�"' Z ar 0:� 0 Z � z, i, ®� �rjj9$ P� I SII � � o U)C�'—ate T ©�Q aCnoz� E- o W F— W U W nn LJ Li Q z ® 0 as < ® L.a I = Lo_I a %- < LTJ U J o -- <0n CL J F -- DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 1,2A SHT OF C I ro 00 0 TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB 12 TREADS ® 10" EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL TOTAL Fl -R. TO Fl -R. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS %B�,STAIR SECTION 1/4 �� = 1 9 -0'9 /A BLJILDING �l I 1� ll -K i " � m �\ mil -a_ VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL3" VTR I VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" y OF PARTYWALL r 2" VTR 12„ I LA' TUB/SH WI F -A I GRlUF\ `L VV/ -\T) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING RISER DIAG—TRAM N.T.S. nM/�&j7j ■ e--) n O I Li � LSI Vz�� z �uo� ® Z©E"QC' N o .-. TL/� E-1 Z C) Z O F-` ZE- LLJ � D � WOO J � r� E� Q � J �— L8J Q U nM/�&j7j ■ SHT OF 1.3A e--) n I Li � LSI z ®0 o0 F-` � � J L8J = LTJ v o %- < L�1 U J M ) 7 Q:� < ® n CL 'JI— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT OF 1.3A 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL I--� 150 2/0 ALUMINU DI SERVICE CABLE __ ._.. ...,_�.,�..�w�� _ _.. . 2" PVC WITH (3) #2/0 THHN ALUMINUM 0 P METER �- #4 COPPER GROUND PER NEPA 70 ARTICLE 250: GROUNDING AND BONDING CROWAVE 30VE )VIDE SWITCHED 1LET UNDER COUNTER FUTURE DISPOSER O J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN UNIT 11 PROVIDE LIGHT W 3" MAX. BETWEEN TRIM AND SWITCH J S � a r TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 A.F.F. O RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F ,O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL � CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER S�;COND FLOOR ELECTRICAL 1�4•• _ ,,-p•, GENERAL E�ECTRICA� NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF FIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (LE. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL,. COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE T0, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, 51NK5, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD .EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11, FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM .PANEL LOCATION. 13. CABLE TV: 5EE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EV1C]f A ��rP �71G��TrP l�T®TE e 01JUL09 1. ALL EXHAUST FANS SHALL BF VENTED THROUGH THE ROOF, OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES T® ELECTR,�CIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2 CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, .COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE ATCI CIRCUITS ONLY. 4. ALL 125V, 15 8c 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL. COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ��C J� ��1-�� J� �� N� CARBON MONOXIDE/ co LaJ SMOKE DETECTOR COMBO z EXAUST FAN � SMOKE DETECTOR � WALL MOUNTED SWITCH $ LIGHT FIXTURE Z �— CEILING MOUNTED 3—WAY SWITCH $3 LIGHT FIXTURE W Li.l 4—WAY SWITCH Z Lb1 � RECESSED CAN }' <C LaJ LIGHT FIXTURE � � � � � DIMMER SWITCH �d RECESSED VAPOR �� PROOF FIXTURE ��o� 110 V OUTLET � Q DRAWN QUADRA FLOODLIGHT 1� �%_ \ SWITCHED OUTLET � 5CALE AS NOTED DATE 07/16/12 GFI OUTLET ��R,� FLOURESCENT �� LIGHT CEILING c,� MOUNTED 220 V OUTLET STD. LIGHT �� /� DIRECT WIRE � FIXTURE BRACE & PRE WIRE FOR TV JACK � FUTURE FAN �j �� TE.L PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE spm CODE SIZED J BOX J� WITH BLANK COVER SHT OF 1.4E j �l LaJ z W J Z �— A 1 II � ® LTJ W Li.l Z Lb1 � SHT OF 1.4E j LaJ z Z Q./� � � � ® LTJ Z Lb1 � }' <C LaJ � � � � � � � � � ��o� la, � J (— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. g05/117- 5CALE AS NOTED DATE 07/16/12 SHT OF 1.4E j 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, I N yJ Z � o� DRYWALL UNDER STAIRS 14 A MICROWAVES LOCATED ABOVE A COOKING w U CD= Q O 3 3'-6 5'-3 11 7> SPECIFICATION OVER 7/8" THICK PRIMED 3 36,E Q m L) � z MANUFACTURER. (SEE STRUCTURAL ENGINEERS 16 -5" 7'-11" GARAGE(D a w _ w WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD IN U ENGINEERS SPECIFICATIONS) R13 BATT I- o _CD INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 0 u W 0 W m J J � � Z 3: W = W z Z Z Z Q C? W A Q ¢ V)� � ME ww ELw _LOW_ HEADRSOM a- z T I- W z O ¢ < Q _ (R-8.61) cn z Q O _ ~ = 0 z Q m z p z J w W Of 0 w F- H U D CD O © h w D Li 0 Oz SPF#2 OR 2x6 SPF#2 ® 24" O.C. ms-- w E0 D D of O z w FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 27j" 50j" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 444" 8.56 NO THE LOWEST PART OF THE CLEAR OPENING TO THE W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 509" 13401 NO FINISHED RAILING WITH PICKETS SPACED W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES SHALL BE INSULATED WITH R-19 BATT W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO AND SEAL & STRUCTURALLY SUPPORT ALL W57 3050 SH FRAME SINGLE HUNG 36" 60" 361" 604" 15.00 YES INSIDE STRAPPING W/ DRYWALL AND W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES 11 (WHERE NOT EXPOSED TO WEATHER) MAX. W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16,88 NO - FOR INTERIOR STUD WALLS, ALL W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES AREA CALCULATIONS (ANSI) ELEV. 'A' SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 0 FIRST FLOOR AREA 700 SF KNEEWALL N SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF K I TC H E N 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 U I N yJ Z � o� DRYWALL UNDER STAIRS 14 A MICROWAVES LOCATED ABOVE A COOKING w U CD= Q PINE CAP 3 3'-6 5'-3 11 7> SPECIFICATION OVER 7/8" THICK PRIMED 3 36,E Q m L) � H0 -4 MANUFACTURER. (SEE STRUCTURAL ENGINEERS 16 -5" 7'-11" GARAGE(D � Ld 1- W -. DETAIL WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD Lu FLOORING ENGINEERS SPECIFICATIONS) R13 BATT SEE SHT INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE LOC. SEE RATING OF 1 HOUR WHERE LIMITING DISTANCE of 0 STORAGE 7 PORCH CEMENTITIOUS FINISH O O- Z M O - 12 2 „ 36 in 11> 2-2668 LAUNDRY c� J A w m STRUCTURAL ENGINEERS SPECIFICATIONS GATHERING ROOM N z p w J O 0 _LOW_ HEADRSOM Ir- r Q T I- W z O ¢ < Q _ (R-8.61) cn z Q O _ ~ = 0 Y U --j = W w J w ~ D I D S = I=- (� z Qr li Li 0 Oz SPF#2 OR 2x6 SPF#2 ® 24" O.C. O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS ROOF VENTILATION 1A 2'-8" 8'-0" 1 R4 WITH OFF -RIDGE VENTS (O'HAGINS, INC, OR EQUAL) AS OATTIC OVER LIVING SPACE NUTTERS PROVIDE R30 BATT/ BLOWN INSULATION AND 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS WINDOW GENERAL NOTES: 1C 3'-0" 6'-8" 1 R4 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ILI ADD TRANSOM / ELEVATION 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # 1D 3'-0" 8'-0" 1 R4 WINDOW = 5.7 Sq. Ft. TEMP GLASS FRENCH 18 LT MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS MIN. TREAD = 1Q" �2 2'-8" 6'-8" 1 2_) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-B" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, INTERIOR DOOR 8' CLG, TYP. THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS 2'-8" 8'-0" 1 gill MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS INTERIOR DOOR 9' CLG. TYP. MIN. WINDER TREAD MEASURED= 10" �3 2'-6" 6'-8" 1 ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 8' CLG. TYP. RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 2'-6" 8'-0" 1 RAIL - FBC 2010 R311,7,7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, OHAND MIN. STAIR HANDRAIL HEIGHT = 34" INTERIOR DOOR 9' CLG. TYP. MAX. STAIR HANDRAIL HEIGHT = 38" ® 2'-4" 6'-8" 1 FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE INTERIOR DOOR 8' CLG. TYP. (FBC-R612.12.2) ® 2'-4" 8'-0" 1" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC INTERIOR DOOR 9CLG. TYP. R311.7.7.2 CONTINUITY @5 2'-0" 6'-8" 1 TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) INTERIOR DOOR 8' CLG. TYP, MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT 2'-0" 8'-0" 1 SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE INTERIOR DOOR 9' CLG. TYP. WALL & CEILING BETWEEN GARAGE AND LIVING © 2'-2" 6'-8" 1 GARAGE WITH LIVING SPACE ABOVE & 1/2" INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME INTERIOR DOOR 9' CLG. TYP. TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC O7 1'-6" 6'-8" 1 CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND INTERIOR DOOR 8' CLG. TYP. EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE V-6' 8'-0" 1 - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP INTERIOR DOOR 9' CLG. TYP. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. SEE DRAWINGS BY CABINET PATIO MFR FOR 10'-O"x 6'-0" KITCHEN CAB CONCRETE 2 ELEVATIONS AC 6080 PATIO DOOR W53 - - AICD I I I I I I R 5'-6 3'- 6 DININC ROOM M TILE 42"x42"I -m r - ISLAND I °'� r-100 I I I I I ISI I� r J KITCHEN 1 TIL D 6�o I I --- DW 42' HIGH 0- z m O of u J ow_ < m PROVIDE WALK-IN SNACK BA _ _ - - F. �t I- U w°_W Z_ y�° 5' 3'-1 D" 6 T22'- o 5/8"TYPE 'X" PANTRY U I N yJ Z � o� DRYWALL UNDER STAIRS 14 A MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS CD= Q PINE CAP 3 3'-6 5'-3 11 7> SPECIFICATION OVER 7/8" THICK PRIMED 3 36,E Q m L) � H0 -4 MANUFACTURER. (SEE STRUCTURAL ENGINEERS 16 -5" 7'-11" GARAGE(D � Ld 1- W -. DETAIL WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT SEE SHT INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE LOC. SEE RATING OF 1 HOUR WHERE LIMITING DISTANCE of O STORAGE 7 PORCH CEMENTITIOUS FINISH O O- Z M O - 12 2 „ 36 in 11> 2-2668 LAUNDRY 1 J A NU_ STRUCTURAL ENGINEERS SPECIFICATIONS GATHERING ROOM D6 a 00� It J O 0 _LOW_ HEADRSOM � TILE I BLOCK. FI -FOIL AA -2 VAPOR SHIELD T I a m a 3'-6 - 15`6 11 „ _ (R-8.61) o m- z w� � o� 1 a 54 " I D 1�/ WASHER CARPET rw 41 FOR 2 STORIES TO 10'-0" MAX HEIGHT. w I OchQ 5'-34„ 11 7 j„ 5'-4" 7" NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 0- z m O of u J ow_ < m 36„ B 3 %6'-10 11 �t I- U w°_W Z_ y�° 5' 3'-1 D" 6 T22'- o 316„ MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) I 7 Z � o� EQUIPPED WITH BACK DRAFT DAMPER. J MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS CD= Q PINE CAP 0 FINISHED TEXTURED COATING PER BUILDERS 5'-6,. 16" DROPPED BULKHEAD VER TOILET FILING B 2 PWD ., 00 Q " I U P 1 R- W 4„ 2,_ 1.> 4 Z, TILE N MIRROR F O� STOP iv TILE) E R DRO I . CH W T) cu o"N00 ODNUNDER 36„ B 3 %6'-10 11 D o 0 N LL 14 AHU ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, T22'- PROVIDE PAN 7'-06„ HWT 2'-6j j $ 316„ MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) I 17R I JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS N PINE CAP 0 FINISHED TEXTURED COATING PER BUILDERS SPECIFICATION OVER 7/8" THICK PRIMED 3 SHUTTER H0 -4 MANUFACTURER. (SEE STRUCTURAL ENGINEERS ELECTPANELRIC GARAGE(D � EVERY 1000 S.F. BRACING IN ACCORDANCE DETAIL WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT SEE SHT INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE LOC. SEE RATING OF 1 HOUR WHERE LIMITING DISTANCE of �0 3.2B 7 PORCH CEMENTITIOUS FINISH O ELECTRICAL sH Ts - 12 2 „ 36 in 11> 2-2668 LAUNDRY ELECTRIC Z A ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO J METER Lj2 L RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING CSD 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD NICHE - _ _ _ PROVIDE - - - PAN UNDER W. I • C. II o _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF � o� 1 a 54 " I D 1�/ WASHER CARPET II II OBEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. IN ', FOR 2 STORIES TO 10'-0" MAX HEIGHT. I �;� - �6,_3 5'-34„ 11 7 j„ 5'-4" 7" NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. 3'-3" MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 2 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE I L - LINE OF FLOOR ABOVE- - - - PROTECTED) OVER SUBFASCIA. m 0 0- m ROOF VENTILATION W22 VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE - - - - - HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC, OR EQUAL) AS OATTIC OVER LIVING SPACE NUTTERS PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O6 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 SEE ISHT 2.2A Ln WINDOW GENERAL NOTES: 1)STRINGERS SHALL BE 2x12 SPF#2 (P.T. LINIf OF SYNTHETIC -STONE WAINSCOT 6'-6j" 3'-8" 8'0"x17'0" O.H. GARAGE DOOR s FIRST FLOOR PLAN �1 � 9� 1.000 W57 1 W57 EGRESS ------------� - - -r 00 1> 54 12'-6�" I00 I I I I 1 II I I I S D 6)'MASTER SUIT CARPET / 9'- HIGH COFFER -\\-- W95 TEMPERED / GLASS 48"x48" 60"x42%20 SOAKER TUB 21 54„ O 1AST4R 72' BATH I OA 42" HIGH KNE L TILE WALL W/ TEMP 3 MIRROR GL ENCL. coo LIN 3 N O ®® �T 0 MIRROR 00 LAUNDRY pX & 48" DYER BBOX Z `OB AE 0 BEDROOM 2 00 CARPET 21 �I N 3'-3„ 5,_01„ 3 t EGRESS I O 1 O1' -22,l D6 W97 4„ 2' 0" 2-2068 1 I FOLD BEDROOM 3 rp I CARPET o I ___---- 10'-0„ �N I I � I EGRESS 48"X63" I I 1 I 5'- 5„ 5'- 5„ GARAGE ROOF BELOW I�V_ - - - - - - - - - 6'-102" 2'-32" 10'-10" 6IM10091"EUR 1/4 = 1' -0 J w J << z a of Q ~ �� Q= j I CL rn C)d J O�� O < J OOw U = (n CON < 4 2�� TYPICAL FOR ALL SHELVES d & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & I 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. `j o DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES ° 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON K' 3/4"x7-1/2" PTD. PINE LEDGER BD. OB��H ALLWAY STOP & DROP -IN N I 1n CONSTRUCTION NOTES (Unless Otherwise Noted) I® ' UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TOLINEN 42" WALLS HIGH KNEE W/ PTD. D o 0 N LL 14 AHU ADHERE TO THE 2010 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 17R I JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 PINE CAP 0 FINISHED TEXTURED COATING PER BUILDERS SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS GOAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT m � EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB SB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE of IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - z CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS SIN z F- 11> 2-2668 LAUNDRY I iX� Z CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO J BI -FOLD TILE L RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING CSD 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD o = r` - _ _ _ PROVIDE - - - PAN UNDER W. I • C. II o _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF � o� 1 a 54 " I D 1�/ WASHER CARPET II II OBEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. Ld � �;� - �6,_3 5'-34„ 11 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. 3'-3" MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. m 0 0- m ROOF VENTILATION T-.- LU RP E -R � VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE - - - - - HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC, OR EQUAL) AS OATTIC OVER LIVING SPACE z 2 PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O6 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 Ln WINDOW GENERAL NOTES: 1)STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED ILI IN EVERY SLEEPING ROOM 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE w O U) WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. cn = Q MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4. STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 1Q" = 44" ABOVE FLOOR 3 N O ®® �T 0 MIRROR 00 LAUNDRY pX & 48" DYER BBOX Z `OB AE 0 BEDROOM 2 00 CARPET 21 �I N 3'-3„ 5,_01„ 3 t EGRESS I O 1 O1' -22,l D6 W97 4„ 2' 0" 2-2068 1 I FOLD BEDROOM 3 rp I CARPET o I ___---- 10'-0„ �N I I � I EGRESS 48"X63" I I 1 I 5'- 5„ 5'- 5„ GARAGE ROOF BELOW I�V_ - - - - - - - - - 6'-102" 2'-32" 10'-10" 6IM10091"EUR 1/4 = 1' -0 J w J << z a of Q ~ �� Q= j I CL rn C)d J O�� O < J OOw U = (n CON < 4 2�� TYPICAL FOR ALL SHELVES d & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & I 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. `j o DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES ° 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON K' 3/4"x7-1/2" PTD. PINE LEDGER BD. OB��H ALLWAY STOP & DROP -IN N I 1n CONSTRUCTION NOTES (Unless Otherwise Noted) I® ' UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TOLINEN CLOSET OR PANTRY w/ MIN. 14 DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS GOAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING RIER PER ASTM C &APPROVED BARRIER EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB SB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" CONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF O SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING CSD 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE.2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL U373 AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC, OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O6 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: 1)STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4. STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 1Q" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2_) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-B" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX, VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = V-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311,7,7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC --- FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH, AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH, 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SOUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) [4�112'-1 J„ 7 AREA CALCULATIONS (ANSI) ELEV. 'A' DRYWALL 0 FIRST FLOOR AREA 700 SF KNEEWALL N SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF K I TC H E N GARAGE AERA 271 SF A RAISED BREAKFAST BAR SECTION TOTAL AREA UNDER ROOF 1853 SF O WZ�Q� C/] � z SC O w 1 L) cc) O co Cn N E-+ �Q=C, O O x LLJ a J © P4 LTJ 0 LTJ 1 Vi L O Zao = z ~ ® __J O 0 r�, Q O In n :2 J 1-- 77 DESIGNDRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 12.1A SWT OF 2'-0" M FI N I ") T N 3/4" RECESS SCALE 2:1 24"x60" PREFORMED STUCCO PANEL SHUTTERS N C14 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 0 11. 7,. o 7„ EQ. EQ. EQ. i� I 02/22/12 I e�'D w „ 4" ' „ 4"' w WINDOW SURROUND a OZ N W/ SMOOTH STUCCO �0 W W PLASTER (TYP) I -- 5"x3" PREFORMED STUCCO 7F PROVIDE )3:> WATER TABLE (SEE DETAIL) Q VARIES 7" 3��4"� SCALE 2:1 loom VARIES 7" WIDTH STONE VENEER 7„ � 3�4"k SCALE 2:1 N ® 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 2'-0" M FI N I ") T N 3/4" RECESS SCALE 2:1 24"x60" PREFORMED STUCCO PANEL SHUTTERS N C14 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 00 6:12 7/8 STUCCO 0 11. 7,. EQ. EQ. Eli rn o i� I 02/22/12 (2nd FI. TYP.)00 e�'D w „ 4" 6" WIDE SCORED o,�`� w E w WINDOW SURROUND a OZ LA W/ SMOOTH STUCCO �0 W PLASTER (TYP) I -- 5"x3" PREFORMED STUCCO 7F PROVIDE )3:> WATER TABLE (SEE DETAIL) VARIES 7" 3��4"� SCALE 2:1 loom 10" WIDTH 7" WIDTH STONE VENEER SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 00 6:12 7/8 STUCCO 0 V) T PLASTER FINISH Eli rn o 0 02/22/12 (2nd FI. TYP.)00 e�'D w TO STORM WATER PIPE 6" WIDE SCORED o,�`� w E w WINDOW SURROUND a OZ LA W/ SMOOTH STUCCO �0 PLASTER (TYP) I -- 5"x3" PREFORMED STUCCO 7F PROVIDE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. READ ELEVATION 1/4" = 1'-0" ELEC' METER SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH :LECTRIC METER JICHE THICK CMV )IA. CONDUIT .TO N THROUGH CMU LLOW CORE 99 A 99 6:12 5:12 PORCH GUTTER DRAIN 0 V) T z Eli rn o 0 02/22/12 �OQ e�'D w TO STORM WATER PIPE .114 o,�`� w E w �o� a OZ LA �0 I -- 5"x3" PREFORMED STUCCO 7F )3:> WATER TABLE (SEE DETAIL) PRECAST STUCK -ON loom IN 110 STONE VENEER ® w =w E4 GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) a I i� 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 FRONT ELEVATION 99 A 99 1/4" = 1'-0" ENTRY GARAG E 99 ELEV. *E41/4 = V_V � I FIN. GRADE co I 00 I ''f n 0 V) T z Eli rn o 0 02/22/12 �OQ e�'D w � ooa z E-, .114 o,�`� w E w �o� a OZ LA n TJF i- 0 JOB No. 905/117 Eli rn o U" ~ O 02/22/12 �OQ e�'D E-1�H�^ � ooa z E-, .114 o,�`� w E �o� a OZ �ow�¢ O U cv n DESIGN DRAWN QUA DR AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 OZ �0 I -- 7F )3:> �oJ ® w =w <®n DESIGN DRAWN QUA DR AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 SHT OF 2.2A Tno nF PI ATf7 2) LA 14 1 RLAUS C9 1 U LAGH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 3/8" EACH = 10'-8 3/4" ACTUAL 16 TREADS @ 10" EACH HOLD TRUSS BACK AND SLOPE FLOOR/ CEILING TO GET MIN. 6'-8" HEADROOM TOTAL FLR. TO FLR. HEIGHT = 10'-8 3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS *B STAIR SE'U"ITION- 1/4" = 1'-V Q ` BUDDING �l 9 99 1/4 = 1 -0 ®Ad �o Er QUADRI V) CHECKED TJF DWG.No. LL JOB No. 905/117 SCALE Q DATE OH 0-7 QC, In P4 CL Lij W V) i' zI-- c�� Ld LLJ Er DESIGN QUADRI V) CHECKED TJF DWG.No. LL JOB No. 905/117 SCALE Q DATE OH 0-7 QC, In P4 0 Ca��WE'z O W zI-- c�� LLJLu �--�N Ld ® rill, Q O �- I -- n _.J DESIGN DRAWN QUADRI 0 CHECKED TJF DWG.No. JOB No. 905/117 SCALE Q DATE OH E..,��EW QC, In P4 Ca��WE'z O W DRAWN SHT OF 2.3A QUADRI AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 SHT OF 2.3A WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA ER I 2668 NTHME NI W U iv ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 BF 0 II N O 5 = _ LD 3 w cj _ TILE - Cn (n W. 1. C. II OPT. W 0 H SPECIFICATION OVER 7/8" THICK PRIMED 3 ELOW CDCn WUNDER ASHER �I .. W C.9 w J W M z a z HOUSE WRAP, 7/16" OSB EXTERIOR = z O z co O w Ir M a J v I- z �� W W W Z a W z > O a Q � ¢ � o O Q � I=- O D O j (n Q W fy-W I- I- z 6'-8" 1 cn ¢ YES z J ¢ ? d z z O 0O z W w CZ'1 INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1 B 3'-0" 6'-8" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 63j" 11.59 NO Z Q W23 1 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO LTJ J W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 60j" 11.67 NO 8 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES © W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO MIN. STAIR WIDTH = S-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO (FBC-R612.2) W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES (D MIN. STAIR HANDRAIL HEIGHT = 34" W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 16.00 NO MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 604" 20.00 YES NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OWALL PS ACE 5/8" TYPE "X" DRYWALL ON CEILING OF SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA ER I 2668 NTHME NI W U iv ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 BF 0 II O -� T 5 0 I SPECIFICATIONS -24' WIDE T PROVIDE TILE - SHUTTERS W. 1. C. II OPT. W 0 T 13 I \X/ 1 SPECIFICATION OVER 7/8" THICK PRIMED 3 ELOW CABINET 1,_02„ WUNDER ASHER �I r`IN m III C.9 EVERY 1000 S.F. BRACING IN ACCORDANCE O W M I I�\AL JI HOUSE WRAP, 7/16" OSB EXTERIOR Cn z O W co O - Ir a Z � jll ENGINEERS SPECIFICATIONS) R13 BATT W Q Q J OW D ¢ a 11 ¢ 0 RATING OF 1 HOUR WHERE LIMITING DISTANCE > w 18 0 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF C? o� � I=- Z ti j (n O Z DN Q 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS STRAPPING AT 24" O.C. T -NAILED INTO 1 A 2'-8" 8'-0" 1" R4 REFLECTIVE INSULATION (R-4.1), 1/2"O 19 7 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 1 B 3'-0" 6'-8" 1" R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 R4 OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. ADD TRANSOM / ELEVATION FOR 2 STORIES TO 10'-0" MAX HEIGHT. 1 D 3'-0" 8'-0" 1 R4 I I I TEMP GLASS FRENCH 18 LT DRYWALL BOTH SIDES OF STUDS. 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 20 2'-8" 6'-8" 1 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN Z Q INTERIOR DOOR 8' CLG. TYP. FLOORS BETWEEN CONDITIONED AND 2�A 2'-8" 8'-0" 1 VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT INTERIOR DOOR 9' CLG. TYP. LTJ J 03 2'-6" 6'-8" 1 REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 8' CLG. TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILING f/7 2'-6" 8'-0" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 0 INTERIOR DOOR 9' CLG. TYP. INTERIOR STAIRS -SITE BUILT FBC 2010 1R3 1.7 3 �4 2'-4" 6'-8" 1 AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) INTERIOR DOOR 8' CLG. TYP. ®Lij J MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2'-4" 8'-0" 1 I] MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. �5 2'-0" 6'-8" 1 O:f < 0 In WINDOW = 5.7 Sq. Ft. INTERIOR DOOR 8' CLG. TYP. DESIGN DESIGN QUADRA MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 2'-0" 8'-0" 1 SCALE AS NOTED DATE 07/20/12 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. SHT 0F © 2'-2" 6'-8" 1 MIN. TREAD = 10" = 44" ABOVE FLOOR INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, INTERIOR DOOR 9' CLG. TYP. U7 1'-6" 6'-8" 1 MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-O" 1" MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) INTERIOR DOOR 9' CLG. TYP. INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER 201-0 11 4'-9" 13- 4" 4'-11" ol PATIO 10'-0"x 10'-0" (-)0'-4" CONCRETE 0 - r r AC ti� W91 6noo 080 PATIO DOOR LO r tnloU J I L_L_ 3Q,. SEE DRAWINGS DWI 1 BY CABINET MFR FOR KITCHEN CABx KIITCHEN DINING ELEVATIONS r� TILE TILE 0 1 1 S r�rao I 1 I I \ I - - J 5,_76„ 3,-8f, / 10'-116" r \c j 1 r- -' AD SD6 R I I I I / SD6 x � - -- _. --- __-------------- �I 1 4 , -0 3,> 2 ---------------- -�j 116 15'-7" Q m W w C14 N Y Z W ^ GATHERING ROOM QOD SIN w � TILE �W�I Of -j 0 �LIJ IY O Oo� w .� w r < 0 ` ¢� 0 Z D 12" DROPPED UJ 1 COFFERED CEILING TO a w oO COVER DROPPED STEP 40" HIGH o co a } KNEEWALL o DK m PROVIDE W/ PTD. PINE O D � � 5 8"TYPE „X„ CAP - - - - DRYWALL ¢- - - UNDER STAIRS - O nN B 6 STgRA�E '-0 3 3 -8 Ln 00 N', 8'-3 6" �Owl 6 17R FOYER HEA7RO I TILE PROVIDE 45 - -� -{2 -1„ 52 MINUTE FIRE RATED i, 12" DROP J BULKHEAD rO DOOR w/ RATED P W 1 C g I JAMB, SILL AND TILE 1 CLOSER I ;n IR OR I:D OP &TWH ROP w O / /� R �O� PROVIDE 1 LAYER 5/8" PROVIDE (-)0 -4 TYPE "X" EXTERIOR PAN (-)0' 4" SHEATHING ON PORCH UNDER CEILING THIS UNIT 313„ 5H 15M" 2 _5„ 6'-62"2'-63. 2, 0„ �� 6 le ELECTRIC PANEL LOC. SEE SHT E1.1 r-100 I N in GARAGES F - - - - - - II I I I I I 16'0"x7'0" O.H. GARAGE DOOR A .3 LINE OF SYNTHETIC STONE WAINSCOT ff-Ins 2,-0" FIRST FLOOR PLAN 3 -IN rn I i� 40" HIGH KNEE WALL W/ PTD. PINE CAP 0 � I I � to 20'- 0" 11 9'- 5 3'- 9 2 CENTERED OVER PATIO DOOR BELOW W57 W57 --------------- MrASTER SU I TIE CARPETI I 9' HIGH COFFER] CEILING �I I I I 11 II I 4'-L �4 1.1. Li �. 3,-11, TEMP GLASS W55 60X42X2( SOAKER TU� TEMP GLASS ENCL. MASTE BATH TILE 0" � MIRROR IN LIN 0 91 AHU I 14 O 14 CHAS 1596 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA ER I 2668 NTHME NI HE iv ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 BF 0 II O -� T L N DR Y 0 I SPECIFICATIONS -24' WIDE T PROVIDE TILE - SHUTTERS W. 1. C. II OPT. W SILL T 13 I \X/ 1 SPECIFICATION OVER 7/8" THICK PRIMED 3 ELOW CABINET 1,_02„ WUNDER ASHER �I r`IN m III EVERY 1000 S.F. BRACING IN ACCORDANCE O I 2,-0" FIRST FLOOR PLAN 3 -IN rn I i� 40" HIGH KNEE WALL W/ PTD. PINE CAP 0 � I I � to 20'- 0" 11 9'- 5 3'- 9 2 CENTERED OVER PATIO DOOR BELOW W57 W57 --------------- MrASTER SU I TIE CARPETI I 9' HIGH COFFER] CEILING �I I I I 11 II I 4'-L �4 1.1. Li �. 3,-11, TEMP GLASS W55 60X42X2( SOAKER TU� TEMP GLASS ENCL. MASTE BATH TILE 0" � MIRROR IN LIN 0 DN 3R C f TLA14 - 4 He Is I FIN 91 AHU UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O 14 CHAS 1596 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING TILE 2668 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 4 RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 BF 1 II O 2668 BF L N DR Y III SPECIFICATIONS C BASE T PROVIDE TILE - 16 W. 1. C. II OPT. P T 13 I \X/ 1 SPECIFICATION OVER 7/8" THICK PRIMED 3 o CARPET II CABINET 1,_02„ WUNDER ASHER �I 1� m III EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED I I I�\AL JI HOUSE WRAP, 7/16" OSB EXTERIOR R DNg7 SHEATHING, 2x4 STUDS ® 16" O.C. TO _LT - _ Z � jll ENGINEERS SPECIFICATIONS) R13 BATT 17 OPT. HERS �1- D ¢ a 11 RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 0 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR DN 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 11 1 11 REFLECTIVE INSULATION (R-4.1), 1/2"O 19 7 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 I D 6 �__-_-JI OR 7 AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION I I I ROOF COVERING AS SPECIFIED INSTALLED PER DN 3R C f TLA14 - 4 He Is I FIN 91 rm� 1 UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1596 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING TILE 2019 SF k in 1'-01 0 N 0 2-2668 BI -FOLD I 54" . 3'-4j" 2' 1" n BEDROOM 2 CARPET j 0 BEDROOM 3 CARPET EGRESS W57 2'-22" 2'-11 1 4" A. 00 �0 I N I r21LD b I N J J J ¢ (�y W O Z Z d z ry I- QIN = rn w J I J OUJ O� J H W ¢ J o�m pX W O Q 1„ 1 84 12'-14„ 4 '[4 >, 1 EGRESS EGRESS b' X J 1 ARCH TOP ARCH TOP 6'-82„ 6'-52„ je 13'-2" 2'-02" lie SECOND FLOOR PLAN. 1 /4" = 1' -0 " 2'-102„ 2,-0" 42„ It �(D I TYPICAL FOR ALL SHELVES & LEDGES 5/8 PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1596 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2019 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 0 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER 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"O 19 7 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 0 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 g J GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. If i PRE-ENGINEERED ROOF TRUSSES BY TRUSS UD MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR l� FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN Z Q PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE A H E- VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF LTJ J WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND LLJ Lit 1/2" INTERIOR DRYWALL FINISH ON CEILING f/7 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 0 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 1R3 1.7 3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. =0 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER ®Lij J MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS, IN EVERY SLEEPING ROOM I] MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE . TREADS SHALL BE 2x12 SPF#2 RIPPED 2.) NAILED WINDOW = 5.0 Sq. Ft. AS REQUIRED GLUED AND 0 0- MINIMUM AREA FOR SECOND FLOOR EMERGENCY. ESCAPE O:f < 0 In WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED DESIGN DESIGN QUADRA MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. DWG.No. OPENING = 24" SCALE AS NOTED DATE 07/20/12 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS SHT 0F OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX, NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. (D MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 402 COMPLIANCE OSECTION 8 WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OWALL PS ACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVA TION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NA TIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-200,3) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF L� U w �t o d" ;'�I® ;, Z �" tai Z �� • Vim""'^ ,, ®co 1`C14 0 0-,��C�� uj CQ g J M If i UD Wza'Q.� QU�ZE" l� •moi Z Q E-0 co N W [-� r� ILI- A H E- Z cn W W W H �r-�'rri LTJ J I- 1- �Qw�� O L) cit LLJ Lit f/7 nn L Oz oo =0 z~ ®Lij J 0 r LuJ I] UJ 0 0 0- O:f < 0 In a- 12 J 1- - DESIGN DESIGN QUADRA DRAWN. AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 13-1A SHT 0F 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 11C. 2/0 ALUMINU 7 SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM O METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERG'ROUND ELEC. RISER PROVIDE SWITCHED UTLET UNDER COUNTER FOR FUTURE DISPOSER I/ \I O AC 6 P/P J -BOX FOR COLLECTION — L OF TELEPHONE, DATA, / AND TELEVISION WIRING \ \ FROM OUTLETS WITHIN -- 7 3T J - \ UNIT _ - --- �------� I 11 STO%E4R I I M l?� . pa 7R \ \ -- \. 10 . W -- -- FOYER Aga. I\. FIELD LOCATE PO CH / ELECTRIC =c PANEL C/ 1 / ELECT IC GARAGE METER IN / NICHE OUTLET FOR GARAGE DOOR =D= 15 OPENER I I I I I I I I I FIRST FLOOR ELECTRICAL GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY COG REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN a NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM v FRONT OR REAR OF THE BUILDINGS. LO �- 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT TYPICAL LIGHT SWITCH SPARES. TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION 3 O REFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. U4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 1p CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS, TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, G DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SE'U"OND FLOOR ELECTRIC-1XI 1/4" = 1'-C 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2, DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ]ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ L_ T �. W SMOKE DETECTOR 12 \. 0 Z ry KITCHEN ~ SMOKE DETECTOR Z DINING V S W 0 LIGHT FIXTURE 4 SWITCH $ MICROWAVE,- ICROWAVE ABOVE ABOVE CEILING MOUNTED I 31 $3 LIGHT FIXTURE R \ RECESSED CAN D— I�od -_J /12 I �_________ _ DIMMER SWITCH - -�---------------- _ QUADRA — — — — — — — — — — — — — — — — — — — — — — — GATHERING ROOM PROOF FIXTURE JOB No. 905117 110 V OUTLET DATE 0716/12 Q I I FLOODLIGHT \ 14 \ 4�= � I � / J � I ❑VT I J -BOX FOR COLLECTION — L OF TELEPHONE, DATA, / AND TELEVISION WIRING \ \ FROM OUTLETS WITHIN -- 7 3T J - \ UNIT _ - --- �------� I 11 STO%E4R I I M l?� . pa 7R \ \ -- \. 10 . W -- -- FOYER Aga. I\. FIELD LOCATE PO CH / ELECTRIC =c PANEL C/ 1 / ELECT IC GARAGE METER IN / NICHE OUTLET FOR GARAGE DOOR =D= 15 OPENER I I I I I I I I I FIRST FLOOR ELECTRICAL GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY COG REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN a NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM v FRONT OR REAR OF THE BUILDINGS. LO �- 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT TYPICAL LIGHT SWITCH SPARES. TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION 3 O REFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. U4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 1p CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS, TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, G DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SE'U"OND FLOOR ELECTRIC-1XI 1/4" = 1'-C 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2, DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER), NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ]ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR 12 EXAUST FAN 0 Z COMBO ry ~ SMOKE DETECTOR Z WALL MOUNTED V Z W 0 LIGHT FIXTURE < SWITCH $ LdWOL CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE 4 -WAY SWITCH $4 RECESSED CAN D— <0m- LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR QUADRA AT/TJF CHECKED TJF PROOF FIXTURE JOB No. 905117 110 V OUTLET DATE 0716/12 Q FLOODLIGHT \ SWITCHED OUTLET 4�= FLOURESCENT GFI OUTLETD � LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK 0 FUTURE FAN T. PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE SPM— CODE SIZED J BOX Q WITH BLANK COVER I'm Imi SHT OF 3.4E cn 12 0 Z ry ~ Z W J V Z W 0 L11 < 0 LoJ LdWOL SHT OF 3.4E cn 12 0 Z 0 ~ Z V W 0 :25; J 0 LoJ D— <0m- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905117 SCALE AS NOTED DATE 0716/12 SHT OF 3.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA 5 SHELVES FOR 9' CEILING IL 1760 SF WASHER w U F- _ 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE N z o 48"X36" = s rn W _ a v1 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED DIII W W 1- O o _ C� CDOf Co ` W n CD W. I . C. DLd r-) '-q�" 3- Tom- = Z Z W Ca W 10'-0" MAX. HEIGHT (SEE STRUCTURAL J J U Z _ Df W W W !Z Z � - Z RATING OF 1 HOUR WHERE LIMITING DISTANCE O 0O o U w o OQ a D" w a Of w o o ¢ C7 z ¢ � C) J w W ~ ~ 0 = C0 O 0 cn W a w cn z a >-O_ �o z z O Qf O Z w FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 26>" 50j" 27j" 5089" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j"I 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO UNCONDITIONED SPACES APPROVED HOUSE W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO I W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO -') W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES FINISHED FLOOR FOR WINDOWS W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50R" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES JUNCTURE BETWEEN EXTERIOR PLASTER AND W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES uloo W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO r W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES 5,-4j„ "„ TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING 75„ $$ FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) PROVIDE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 64j" 21.0 YES THE WINDOW UNTIL FINAL ENERGY INSPECTION. O SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF PAN PANEL DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING IL 1760 SF WASHER w U RANGEHO FBC-M1503) �JNDER 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. F_ 48"X36" LO_W HEAD_ OM rn APPLINCE SHALL COMPLY WITH UL923 a SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED DIII W W o SPECIFICATION OVER 7/8" THICK PRIMED 3 - - -- 3 O in O M m `° n a II W. I . C. 1' 0' '-q�" 3- Tom- TILE 7 " y J SHEATHING, 20 STUDS 0 16" O.C. TO 0 13 10'-0" MAX. HEIGHT (SEE STRUCTURAL w m ENGINEERS SPECIFICATIONS) R13 BATT � Z W w Cn CJJ 5'�� ® - J RATING OF 1 HOUR WHERE LIMITING DISTANCE O 5-5„ 3 W Z O a Q Ekf U Cn z a of O ~ C7 U z w w w O COAT CEMENTITIOUS APPLICATION, 8" NOM. Ld PER UL ASSEMBLY U905. FBC TABLE 720.1(2) O cn z [Y_ IL w cn z - - - O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS o� I 1 A 2'-8" 8'-0" 1 R4 wZU O �� >- o� m _ (R-8.61) 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS �U J oo� 1C 3'-0" 6'-8" 1 R4 , ADD TRANSOM / ELEVATION I 1D 3'-0" 8'-0" 1 R4 6" TEMP GLASS FRENCH 18 LT 3'-9" 1E 3'-0" 8'-0" 1 J" R4 45 MIN. YES FOR 1 HR RATED WALLS FLOOR TO EXTERIOR LLJ 2'-8" 6'-8" 1 PROTECTED) OVER SUBFASCIA. MASTEF /R INTERIOR DOOR 8' CLG. TYP. UNCONDITIONED SPACES APPROVED HOUSE 1 2'-8" 8'-0" 1 HALF OF REQUIRED' VENTILATION AT EAVE AND HALF C/) Ld INTERIOR DOOR 9' CLG, TYP. OATTIC OVER LIVING SPACE 2'-6" 6'-8" 1 - - - o =) Cf) x0Q INTERIOR DOOR 8' CLG. TYP, 3� 2'-6" 8'-0" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 INTERIOR DOOR 9CLG. TYP. R311.7.3 ® 2'-4" 6'-8" 1 AT BASE) EQUALLY SPACED & ANCHORED I ? INTERIOR DOOR 8' CLG. TYP. DRAWN ® 2'-4" 8'-0" 1 JOB No. 905/117 d' I> I INTERIOR DOOR 9' CLG. TYP. 4 ■ 1 A �5 2'-0" 6'-8" 1 I I EGRESS INTERIOR DOOR 8' CLG, TYP. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 2'-0" 8'-0" 1 Q�A /�� W97 I I INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 2'-10„ I INTERIOR DOOR 8' CLG TYP. I 6� 2'-2" 8'-0" 1 -') FOYER INTERIOR DOOR 9' CLG. TYP. O7 V-6" 6'-8" 1 M OR FINISHED FLOOR FOR WINDOWS INTERIOR DOOR 8' CLG. TYP. A TILE 7� V-6" 8'-0" 1 MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) INTERIOR DOOR 9' CLG. TYP. INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" CL ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT I 20' 0" 5'-1" 10' 3" 4'-8" PATIO 3 0 10'-0"x 10'-0" CONCRETE 2 (-)0'- 4OA 6080 PATIO DOOR `nl°0 I I I I n oo 1 11 DW KITCHEN_I DINING ROOM iL - TILETILE I ILS I JI r� I Ln rn r R -, I D6 D6r 172- ITr_ N L WALK-IN PANTRY PROVIDE 0 5/8"TYPE "X" N O FIRST FLOOR AREA GATHERIN ROOM LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP g5 14 O DRYWALL STAIo' ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING IL 1760 SF WASHER RANGEHO FBC-M1503) �JNDER 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. F_ 48"X36" LO_W HEAD_ OM rn APPLINCE SHALL COMPLY WITH UL923 a SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED DIII W � o SPECIFICATION OVER 7/8" THICK PRIMED 3 - - -- 3 O in O M m `° 21 a II W. I . C. 1' 0' '-q�" 3- Tom- TILE 7 " y J SHEATHING, 20 STUDS 0 16" O.C. TO w� 13 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. woa U 5'�� ® mo w,. RATING OF 1 HOUR WHERE LIMITING DISTANCE O 5-5„ 3 4' 4 "II ----- ¢m a- T MASTER �Z0) II FINISHED TEXTURE COATING PER BUILDERS 18 O I SPECIFICATIONS OVER 1/2' THICK PRIMED 3 BATH, ----,, SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. Ld PER UL ASSEMBLY U905. FBC TABLE 720.1(2) O ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO - - - 8'-0"FAT VERIFY THAT DELIVERED BLOCK HAS CORRECT w o 6" �ROR O O0� STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. o� I CEILING 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL wZU O �� >- o� m _ (R-8.61) ® 00 5 FIRE WALL BELOW, TO UNDERSIDE OF ROOF 7 SHEATHING. SHAFT LINER ASSEMBLY PER UL �U J oo� ® • �� hl Z O • � a°• �` 99�� •• i Z 4010 •® I bio �• U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 CEJ 16" O.C. O 0 act 0Z 0 SPEC. , I I 20 r 2-2x4 SPF#2 TOP PLATES, 1/2" INTERIOR of W25 6" 2'-7" 3'-9" ZOeH>"Q� CSD GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 4'-0" �J 6„ d � m Via¢ ... 4 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR LLJ 3 OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. MASTEF /R SUITE UNCONDITIONED SPACES APPROVED HOUSE 1 zxw WRAP, FINISHED SOFFIT V, D LL HALF OF REQUIRED' VENTILATION AT EAVE AND HALF C/) Ld WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND - - - o =) Cf) x0Q ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED I ? TO 2x8 HEADER & P.T. 2x4 PLATE PER DRAWN / O CHECKED TJF IN EVERY SLEEPING ROOM JOB No. 905/117 d' I> I 2. TREADS SHALL BE 2x12 SPF 2 RIPPED # 4 ■ 1 A WD. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE I I EGRESS 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE TILE 2 QI ISI C I Q�A /�� W97 I I 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" 5-11 5'-11 fi I I N 2'-10„ I MAX. NOSING = 1 1/4" I MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) -') FOYER , THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE M OR FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" A TILE 1' 9 4 -WO Q0 FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" CL ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT I RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR T H o0 .1 O 1 D "o OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" PWD FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" 3 FINISHED RAILING WITH PICKETS SPACED uloo MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. -\ VENT (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR d I TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" r IN WIDTH TO WALL OR NEWEL POST PER FBC ' " 2-4 R311.7.7.2 CONTINUITY 3 -1 $' MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS V '$„ _ 3-8 5,-4j„ "„ TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING 75„ $$ FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) PROVIDE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION, INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE ELECTRIC NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON 0 R C H THE WINDOW UNTIL FINAL ENERGY INSPECTION. O SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF PAN PANEL DRYWALL ON WALL BETWEEN LIVING SPACE o AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE UNDER HWT LOC. SEE SHT E1.1 I A r DIMENSION & AREA NOTES a N LINE OF SYNTHETIC STONE WAINSCOT " .2 co ELECTRIC METER OG RAGE S 71" OI N LNE OR IND. RLR, ABOVE 8'0"x7'0" O.H. GARAGE DOOR LI 7 A SHONE WAINSCOT 2'-0" I. 8'-0 1.2'-0" FIRST FLOOR PLAN 99 1/4 - 1.-0 I O N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS r I CO H 20'-0" 5'-1" 10'-3" 4'-8" CENTER OVER W97 DOOR ELOW EGRESS d - BEDROOM CARPET 9'-04" 4 5'-04" 2-2068 BI -FOLD I 3'-9" CENTER OVER W97 WINDOWBELOW EGRESS BEDROOM 3 CARPET 9'-94" 541" N I O 3'-11" 40" HIGH LEDGE 0o W/ PTD. PINECAP N � 1•• 71 3'-9" 1'-7" 4'-22 5'-63" 4 54„ 3 2-2068 BI -FOLD N 1' 8" 3'-4" 3'--43" �O 4 5'-0' N z -3 T C 42" 2068 a- U5 BATH �- BI -FV - o J a TILE N AHU 7 Ow CC, J 2668 B FO o o w IN CrL�AUNDRY BOX L N Q TEMPERED GLASS SHOWER ENCL. x 0 CO It SECOND FLOOR PLAN. 3'-8" 2'-1" 0 I N B KITCHEN FLUSH 44" BREAKFAST BAR SECTION ,It CONSTRUCTION NOTES (Unless Otherwise Noted) 0 FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP & DRYER BOX PAN UNDER O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1760 SF WASHER RANGEHO 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. F_ 48"X36" MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS IS- APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x41 OCEMENTITIOUS FINISH16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED DIII W � o SPECIFICATION OVER 7/8" THICK PRIMED 3 - - -- 3 O COAT CEMENTITIOUS APPLICATION OVER LAUNDRY _ `° 21 a II W. I . C. WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR TILE 7 UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 20 STUDS 0 16" O.C. TO = II 13 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. � II_j II 5'�� ® 3'-9" RATING OF 1 HOUR WHERE LIMITING DISTANCE O 5-5„ 3 4' 4 "II �_� INC T MASTER II FINISHED TEXTURE COATING PER BUILDERS 18 O I SPECIFICATIONS OVER 1/2' THICK PRIMED 3 BATH, ----,, 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) o0 ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO - - - 8'-0"FAT VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED 6" �ROR RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD CEILING 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) ® - - FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS ® • �� hl Z O • � a°• �` 99�� •• i Z 4010 •® I bio �• U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 CEJ 16" O.C. O 0 act 0Z 0 SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. I I 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES, 1/2" INTERIOR O W25 6" 2'-7" 3'-9" ZOeH>"Q� CSD GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 4'-0" �J 6„ TEMPERED GLASS ... 4 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR LLJ I OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. MASTEF SUITE UNCONDITIONED SPACES APPROVED HOUSE 1 VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT V, D LL HALF OF REQUIRED' VENTILATION AT EAVE AND HALF C/) Ld WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING I� ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED I ? TO 2x8 HEADER & P.T. 2x4 PLATE PER DRAWN R00 BELOW CHECKED TJF IN EVERY SLEEPING ROOM JOB No. 905/117 d' I> I 2. TREADS SHALL BE 2x12 SPF 2 RIPPED # 4 ■ 1 A WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE I I EGRESS 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. I W97 I I 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" 5-11 5'-11 12-10" 2'-10„ I MAX. NOSING = 1 1/4" I TEMPERED GLASS SHOWER ENCL. x 0 CO It SECOND FLOOR PLAN. 3'-8" 2'-1" 0 I N B KITCHEN FLUSH 44" BREAKFAST BAR SECTION ,It CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1760 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGEHO FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x41 OCEMENTITIOUS FINISH16 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, 20 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S -O" BLOCK CONSTRUCTION - OCONCRETE 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS ® • �� hl Z O • � a°• �` 99�� •• i Z 4010 •® I bio �• U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 CEJ 16" O.C. O 0 act 0Z 0 SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. I PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES, 1/2" INTERIOR O ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 ZOeH>"Q� CSD GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @ 24" O.C. �J PRE-ENGINEERED ROOF TRUSSES BY TRUSS ... 4 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR LLJ FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTII_�ON UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT V, D LL HALF OF REQUIRED' VENTILATION AT EAVE AND HALF C/) Ld WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1') (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER DRAWN MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. CHECKED TJF IN EVERY SLEEPING ROOM JOB No. 905/117 SCALE AS NOTED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF 2 RIPPED # 4 ■ 1 A WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7,7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE O8 WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION, INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. O SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CE-MENTITIOUS FINISH AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF 5TUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-8807) MEASURED TO EXTERIOR SURFACE OF- FATTIC 13 ATTICACCESS HATCH 22"x30" WITH WEATHER CEMEVTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELENA TION) AS OUTLINED X 30" VERT, HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" d PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER 0 d TRIM BDS. OVER ALL PTD. I 0, PINE SHELVES 48" RECEPTACLE FOR o ° CELL PHONE RECHARGER r COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. ,)FOYER STOP & DROP AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF LgJ C® O In I I I . I w Q ® • �� hl Z O • � a°• �` 99�� •• i Z 4010 •® I bio �• •U • Z N �'' LLI• • C • L 0 Q 0 act 0Z 0 A ••: `moo I O ©W MZ E- HCn Z a ZOeH>"Q� CSD E"4 El `e4 �J C) p" N ... 4 Z LLJ O � Ld LTJ V, D LL 7n C/) Ld L --- J 0 o< a I] z� 0 LIJ 0 L.a.l W 0 n :0 In DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 4 ■ 1 A SHT OF VARIES 3" 7" f �k nn LJ 10" WIDTH N 7" WIDTH I SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 4" * 2'-0" L r� r'7 I cV I� M LO ih I N 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-0" SIN I N O � LO rIN I N 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS N L0 I N 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Alk ELE'U" METER - SECTION AT METER NICHE 1/2" NOM. STUCCO 'LASTER FINISH ELECTRIC METER NICHE ' THICK CMV "DIA. CONDUIT TO JN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) PROVIDE CONTROL JOINT © PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) n M GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION 1/4 " = 11-091 6:12 � E3, ENTRY 99 19 - JOINING UNIT ELEV VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADE (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6" RAISED STUCCO PLASTERTRS SMOOTH FINISH 18" ROOF OVERHANG 1"x6" RAISED STUCCO — PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 6:12 GUTTER DRAINED TO PORCH ROOF TOP OR PLATE r TOP OR WINDOW 28 44 co 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 5:12 FIN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TOP OR WINDOW FRONT ELEVATION 99 A 99 1 /4" = 1' -0 " 6:12 E4 ENTRY - ■ � 91, i , O I 1/2" STUCCO PLASTER 00 FINISH (Ground FI. TYP.) FIN. GROUND FLOOR FIN. GRADE co ON nn LJ I 48 x51 72"x96" PATIO DOOR r s �.�gg ® Z N . W =:U ®;moo J ® ev i 0 �• „ �e�®®•ao••••• e4 p �'®e /401'0 1 ee////01��11a+��® 3�: O (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) n M GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION 1/4 " = 11-091 6:12 � E3, ENTRY 99 19 - JOINING UNIT ELEV VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADE (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6" RAISED STUCCO PLASTERTRS SMOOTH FINISH 18" ROOF OVERHANG 1"x6" RAISED STUCCO — PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 6:12 GUTTER DRAINED TO PORCH ROOF TOP OR PLATE r TOP OR WINDOW 28 44 co 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 5:12 FIN. SECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE TOP OR WINDOW FRONT ELEVATION 99 A 99 1 /4" = 1' -0 " 6:12 E4 ENTRY - ■ � 91, i , O I 1/2" STUCCO PLASTER 00 FINISH (Ground FI. TYP.) FIN. GROUND FLOOR FIN. GRADE co ON SHT 0F 4.2A =I nn LJ N e• •• V'.r—LLI �• d' ®�: o LL! • r s �.�gg ® Z N . W =:U ®;moo J ® ev i 0 �• „ �e�®®•ao••••• e4 p �'®e /401'0 1 ee////01��11a+��® 3�: O II SHT 0F 4.2A =I nn LJ 0 uo Z Li o LLJ �� J O LTJ Z LTJb o m ---� , LLJ 0 pI— In CL :2® �_ DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT 0F 4.2A =I VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR I I I I li I CA I C111 W11 `G VY /'1 1 CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING CO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING-TRISER DIAG RAM N T q PLANT MAY RF MTR.ROR. TMAGF 12'-8" —7 STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS © 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B STAIR SECTION iia,. _ �._o., BUILDING SECTION �9 9 99 1/4 = I - 0 SHT 0F 14.3A rn wLi ° O <C� � z Cs'> �0 0 nj 0 � DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT 0F 14.3A 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. ROR 271 SF ivio TILE HEADR OM �o< N Lu U 11, 2 _ Nl ® Z B 0 J n -- >- r Ld �� a z P N W I C) N C/) 0 z 0 0 CD w C7 c�ELI l ® LJJ 0 W J D I 1D 3:2 w w z z 2 Li w GARAGE PANEL ELECTRIC w m Q Q Lu m c--0 zz A w Q o � �Q z Q O c -D Q 0 z p J (IfCD W w m I_ o C 7 nQo W wO Ln z DRAWN O D D CK rK � g FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 26�" 50j" 274" 509" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 2714" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 281" 60j" 11.67 NO 1 8 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 5� W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 1.6.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER GATHERING ROOM ROR 271 SF ivio TILE HEADR OM �o< N Lu U 11, 3- Qm a Nl ® Z B J n -- >- r Ld �� a P N I C) W 0 z W mZ L..I l ® LJJ 0 OfU J I 1D � sk77�00� N O W GARAGE PANEL ELECTRIC w m LOC. SEE z o 0 Li o 12'-29TF SHTSTRICAL 7" PORCH Q A w Q Q w U METER z Q O c -D U D uj W O o _ wO Ln z DRAWN O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 03 2'-8" 8'-0" 1 R4 AS NOTED DATE 07/20/12 1B S-0" 6'-8" 1 " R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C S-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1 E S-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS �2 2'-8" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP, 2'-8" 8'-0" 1» INTERIOR DOOR 9' CLG. TYP. O3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. �5 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 5� 2'-0" 8'-0" 1 i" INTERIOR DOOR 9' CLG. TYP. ® 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP, O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. V-6" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. 5'-2j" 20'-0" 9'-21" 2 5'-7" PATIO SEE DRAWINGS 10'-D"x 10'-0' BY CABINET CONCRETE A MFR FOR 3 2 KITCHEN CAB ELEVATIONS ti W91 ADO 6080 PATIO DOOR lf)W I DINING ROOI\'TI KITCHEN TILE r - �� I S I 01) I 9,_96" 4,_0" 5'-716" I - I I co I 1 cv 5'1 SD6 01 2,_5„ 1 2'-4 6'j I I I L - J ----------- -TWALK-IN F r CURVED ARCH PROVIDE 5/8"TYPE "X" J o Q C ADRYWALL m a UNDER STAIRS iw3 6 13'-6"IS QL)o mz� 0o J 1 s o o SD6 W I- >- 1j � m z 2 D of Li 0O u O ca = a I 16" DROPPED BULKHEAD OVER 5'-611„ 3'-10 TOILET - ill 5'-10', w 16 ©mm 7 z O D Cn JCD= Q ELEV. 'B' P WD . 2 B CEILJN TI LE 700 SF C142'-9" 838 SF STORAGE 0 COVERED PORCH AREA GATHERING ROOM ROR 271 SF ivio TILE HEADR OM �o< N I N 11, 3- Qm a Nl ® Z B J n -- >- r Ld �� a P N I C) UNDER N2'-616WT 7,-0j„ q1- 0 z W mZ L..I l ® LJJ OfU J I 1D � sk77�00� ill 5'-10', w 16 ©mm 7 z O D Cn JCD= Q r�)100 r` I ro 3�16" troo SHUTTER DETAIL SEE SHT _ 3.213 o ir> - - - - - - - ,>7�7" 5'- 4 6� 2 - - LINE OF FLOOR ABOVE - J W22 8'0"x7'0" O.H. GARAGE DOOR 21-1„ 8'-01, SHUTTER SEE SHT 2.2A LINE OF SYNTH�TIC STONE WAINSC T S8" 6'-66„ FIR S`T D PLAI. 1/4" = 1'-0" `2 20'-0" 5'-11" 8'-10" 6'-O�" ' W25 �IN EGRESS - - - - - - - - - - - o ------------ X d 0 MASTER SU I iE I CARPET 70 MASTER BATH TILE T C I I I I ^I MIRROR (o 9_HIGH COFFER \ �� U 11 I z II Z3 II VXDOUBLE Q W. I . C. m x DOORS I = CARPET r m in 40" HIGH KNEE �' O ILL - - - - - 11 z } WALLS W/ PTD. 7 a o PINE CAP PROVIDE UIPERS OPT. AR r C NN - - - - NIC E PAN UNDER WASHER--I,,--D, 11 W I 7`(o u 13 `r X � F_j - ��, F.(o / \ T C 7V-4- 5 AH h 5 >_3 ., 3 4'-24" I 11 LAUNDRY TI LE OLIN 7 O 0 T C ----- d- �� MIR OR 1'-3 2668 BF - - - - - 48" 3,- 7" Qo ---- ATH TILE 0 3 �co BEDROOM 2 N CARPET 341, 5,-02" 3,-3„ 9'-112,. e _j [If J aza IN �¢ N Q = m V) r` 0J o� o¢ - J 0mm OO w c� m In Cn N Q EGRESS 1 SD6 1'-2j" I W97 2, 0„ 4" 10 1 2-2868 BI -FOL BEDROOM 3 1. CARPET r., I I EGRESS 48"X63" r -N 1 N -1" 4'_42„ 4,-4j„ 1n GARAGE ROOF BELOW z - - - - - - - - -- - - - - - - - - - - - 10'-10" 2'-32» 3 54" -IN 00 I I ON J _j _j Q Q w U Z d -IN M cyI Q n < z cr� C J 5400u I- W Q J 0mm z Cr � 0 D m Vw o Q ---------7 1/4 " = 19-091 4" 2'-10" 4" 6'-102" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS, OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. (B )HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) SUBFLOOR 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 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. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 9 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING, PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING Cal 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 ®EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R31WINDOW GENERAL NOTES: 1) S RINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. # WINDOW = 5.0 Sq. Ft, DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) . MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION, INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME D/MENS/ON & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M. U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE 13 ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF ATTIC ACCESS HATCH 22°00" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) S-8" V-4" 2'-4" SIN -104o i N QKITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'B' P WD . 2 B CEILJN TI LE 700 SF C142'-9" 838 SF 4" 2 11 IL N 1538 SF COVERED PORCH AREA 44 SF ROR 271 SF ivio 1853 SF STOP EO ER I N TW I DRO I [�LA TILE Nl ® Z B O OVIDE `� 3 P N Z UNDER N2'-616WT 7,-0j„ q1- 6, 1016„ 0 L..I l ® LJJ I 1D N = W GARAGE PANEL ELECTRIC (-)0'-4" LOC. SEE u 3137 12'-29TF SHTSTRICAL 7" PORCH Mao A ELECTRIC II .2 METER o NICHE p- r�)100 r` I ro 3�16" troo SHUTTER DETAIL SEE SHT _ 3.213 o ir> - - - - - - - ,>7�7" 5'- 4 6� 2 - - LINE OF FLOOR ABOVE - J W22 8'0"x7'0" O.H. GARAGE DOOR 21-1„ 8'-01, SHUTTER SEE SHT 2.2A LINE OF SYNTH�TIC STONE WAINSC T S8" 6'-66„ FIR S`T D PLAI. 1/4" = 1'-0" `2 20'-0" 5'-11" 8'-10" 6'-O�" ' W25 �IN EGRESS - - - - - - - - - - - o ------------ X d 0 MASTER SU I iE I CARPET 70 MASTER BATH TILE T C I I I I ^I MIRROR (o 9_HIGH COFFER \ �� U 11 I z II Z3 II VXDOUBLE Q W. I . C. m x DOORS I = CARPET r m in 40" HIGH KNEE �' O ILL - - - - - 11 z } WALLS W/ PTD. 7 a o PINE CAP PROVIDE UIPERS OPT. AR r C NN - - - - NIC E PAN UNDER WASHER--I,,--D, 11 W I 7`(o u 13 `r X � F_j - ��, F.(o / \ T C 7V-4- 5 AH h 5 >_3 ., 3 4'-24" I 11 LAUNDRY TI LE OLIN 7 O 0 T C ----- d- �� MIR OR 1'-3 2668 BF - - - - - 48" 3,- 7" Qo ---- ATH TILE 0 3 �co BEDROOM 2 N CARPET 341, 5,-02" 3,-3„ 9'-112,. e _j [If J aza IN �¢ N Q = m V) r` 0J o� o¢ - J 0mm OO w c� m In Cn N Q EGRESS 1 SD6 1'-2j" I W97 2, 0„ 4" 10 1 2-2868 BI -FOL BEDROOM 3 1. CARPET r., I I EGRESS 48"X63" r -N 1 N -1" 4'_42„ 4,-4j„ 1n GARAGE ROOF BELOW z - - - - - - - - -- - - - - - - - - - - - 10'-10" 2'-32» 3 54" -IN 00 I I ON J _j _j Q Q w U Z d -IN M cyI Q n < z cr� C J 5400u I- W Q J 0mm z Cr � 0 D m Vw o Q ---------7 1/4 " = 19-091 4" 2'-10" 4" 6'-102" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS, OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. (B )HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) SUBFLOOR 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 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. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 9 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING, PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING Cal 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 ®EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R31WINDOW GENERAL NOTES: 1) S RINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. # WINDOW = 5.0 Sq. Ft, DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) . MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION, INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME D/MENS/ON & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M. U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE 13 ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF ATTIC ACCESS HATCH 22°00" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) S-8" V-4" 2'-4" SIN -104o i N QKITCHEN FLUSH BREAKFAST BAR SECTION 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 0 wZ�O� c WZ;o v- Z E- �U1 cc _ O � � ca ZEy E W � �0 E log F- O U W O W p �1 0 SHT 0F LLJ ® Z 00 O Z 0 L..I l ® LJJ = W u Q I- :1N p- 0:� Q O CL CL DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 5-1A SHT 0F 2'-0" 11-61, 31 I iv I I N 3/4" RECESS � SCALE 2: 1 24"60" PREFORMED STUCCO PANEL SHUTTERS 4 r7 N I � i� N 4„ 3/4" RECESS SCALE 2: 1 r6"x63" PREFORMED STUCCO PANEL SHUTTERS m D Z 00 2'-4" ELE'U" METER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 6:12 REAR ELEVATION "B" 99 1/4 1 -0 E3 ENTR Y iiia., = 1,_0,. dED )OR 'I TH 3EE SIL) dED JEL \IL) ;CO W/ ISH 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE � CONTROL JOINT © PARTY WALL PROVIDE CONTROL JOINT 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) D►�I��IY1 SMOOTH FINISHED WINDOW'-, AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH— (2nd FI. TYP.) 0 Q I 1"x6" RAISED STUCCO PLASTER SILL W/` SMOOTH FINISH FIN. SECOND FLOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) H GUTTER DRAIN TOP OF WINDOW _ _ TO STORM WATER PIPE SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT °i 0' it HEADER (SEE DETAIL) C1 N b1/2" STUCCO PLASTER E] FF71 F7117 b FINISH (Ground FL TYP.) o0 5"x3" PREFORMED STUCCO im 12 117 WATER TABLE (SEE DETAIL) 6" WIDE SCORED PRECAST STUCK—ON STONE -MEEM OR SURROUND W/F� �� FIN. GROUND FLOOR VENEER SMOOTH STUCCO N11 NPLASTER (TYP) ------------- - ---- - --_-__ _-_--- _- ----------- m___ .m.._. ___..__ _.--------- _ _m mm...._._ --------------- co FIN. GRADE GLASS AREA ON FRONT ELEVATION 'B'= 76.58 SQ. FT. FRONT ELEVATION B 99 6:12 6:12 _<72 1/4" = 1'-0" 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PORCH GUTTER DRAIN TO STORM WATER PIPE �E4 EN 7' O P— n U UD SHT OF 5.2A I n r-) m � � I 0z =0 o0 ~ z L 0� 0 J U L -J � 0 < N U 0 Li I U I— CL DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 5.2A I HOLD TRUSS BACK AND SLOPE FLOOR/ CEILING TO GET MIN. 6'-8" HEADROOM Tr)D !lF PI ATF' 14 KLAUS (9? "I U LAVH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 3/8" EACH = 10'-8 3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8 3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS ( B) STAIR 00 10 1110i I IfEE/ ' 0013ki A��BLJILDING iia„ = 19_0„ D 1 �IBOND u❑ ----------— ----.,— .............-- --- ^— -- � — — — —CURVED ARCH — — — — -- L------_.......----------------- � 13'-5" STD. ROUNDED CORNER BEAD SURROUND PTD. BASE BOARD A GATHERING ROOM INTERIOR ELEVATION OF CURVED ARCH VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR i i i i i i 2' i Ln i Lnivr� �c "I'") I' i ) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING 3. T. ECO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBINOU RISER D N.T.S. PLAN MAY BE MIRROR IMAGE I >f■ I J l ^) �w 905/117 SCALE AS NOTED F r--) 07/20/12 i`- D m co H r- ®V U� Z 0 0 �~ A OE- I cn E-4 c�zz cc � p p O z 0 Oo�o p J � � w E~ Cq V H >f■ I J l ^) �w DWG.No. JOB No. 905/117 SCALE AS NOTED F r--) 07/20/12 m cn Li Lu 0 z 0 V LLJ :2® �-- rJ 0 W njW = �- -� N Li 0 � 0 n- n � -i — DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 5.3A 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. . r -IN 373 SF GTO BATH ILO - 3 TILE W U z ~ N S -4j" �n Lu o N_ DRAWN O oCD N I V) I � W Ho JOB No. 905/117 2-2668 I AS NOTED W 0 3'-4j' 2, 1„ LJ m z IIL � z O z w w Fr- Q ¢ Ii OfQ w w w bi W Q Z_ _ J U Z O wo Mi I Q p 0 0 ?r 2 I- 0n z a U O Qw w = S 1 " (n B LABEL YES �_ Q n z z O p oz w 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS :::K2050 3'-0" SH FRAME SINGLE HUNG 24" 60" 241"1601" MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 63j" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50g" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES COAT CEMENTITIOUS APPLICATION OVER W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" E4 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES IS LESS THAN 3'-0" SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) ry CONCRETE -BLOCK CONSTRUCTION= OCEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 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 50 SF . r -IN 373 SF GTO BATH ILO - 3 TILE W U �0 I N S -4j" �n 1'-0„ DRAWN O BEDROOM 3,h N I CARPET I � W I JOB No. 905/117 2-2668 I AS NOTED BI -FOLD 0 3'-4j' 2, 1„ LJ m 4„ IIL � z O o w Z o Fr- Q 9' CEILING W F J Q J 0 Z Q 0 _ = C7 Y 0 D 9' CEILING 0I Mi I w O o 0 ?r 2 I- 0n z E V)0Z SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & O 2'-8" 6'-8" 1 " R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1 C 3'-0" 6'-8" 1 R4 ADD TRANSOM / ELEVATION MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 1 D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1E 3'-0" 8'-0" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS (2 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. EQUIPPED WITH BACK DRAFT DAMPER. MICROWAVES LOCATED ABOVE A COOKING 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. �3 2'-6" 6'-8" 1 APPLINCE SHALL COMPLY WITH UL923 INTERIOR DOOR 8' CLG. TYP. 3� 2'-6" 8'-0" 1 OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH INTERIOR DOOR 9' CLG. TYP. SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. 2'-0" 6'-8" 1 SPECIFICATION OVER 7/8" THICK PRIMED 3 INTERIOR DOOR 8' CLG. TYP. 5� 2'-0" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP, COAT CEMENTITIOUS APPLICATION OVER 2'-2" 6'-8" 1" INTERIOR DOOR 8' CLG. TYP. 6� 2'-2" 8'-0" 1 GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE INTERIOR DOOR 9' CLG. TYP. �7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. BARRIER PER ASTM C 1063 & APPROVED 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD 20'-0" lo 01 O IPATIO 0 10'-0"x 10'-0" CONCRETE U OA�I-rW53 W z nr 6080 PATIO DOOR X00 z FIT 7 � 31 V)100 9'-1 3 20'-0" 6'-9" g' -5j" 11 3'-9�" CENTERED OVER PATIO DOOR BELOW W57 TEMP GLASS 60X42X20 T_ SEE DRAWINGS 31t5-94 4'-6" •- 7------------7 SOAKER TUB _ BY CABINET "' \� _-- j 00 MFR FOR E - J „ J J MrASTER SU 1 fiE KITCHEN CAB 54 x30' PREP. DINING Q uj U r - ISLAND I TILE w n CARPET I = ELEVATIONS r� IN N r J r x100 � � 9' HIGH COFFERlo ' IN 0- `� CEILING �I TEMP KITCHEN - GLASS S TILE � � ~ � � -�' I I I I ENCL. L -J I I O rY O Q � � J I I MASTE 21 N oaf m 1BATH SD6 DW PNTR o D CO �� \ TILE IN W 0 co 1= L ----J 1 co -r Q ---- 2„ I 4 RAISED SNACK BAR - - - - - / i. > 4 2% 9„ 5 ---------- �I 3'-1" N `.G J 313„ --------- -------------�1'-9" Jo < ® MIRROR 16 2'- 6'-1" 1 -10" 7'-4 Q m - 0 w ' W `; IN LIN 0 U >- i-- NVQ i Q g r a N AHU 14 ami GATHERING ROOM Q ° 1 2668 CHAS TILE > v - D6 HFIF ~o ow �N 2668 L N D R Y Q z ap o m o i` BF TILE 0 D 12" DROPPED 0 Z T C T PROVIDE m W. I, C. Of U � COFFERED CEILING TO P o o D OPT, BASE P UNDER I 13 I o CARPET 0 0 D COVER DROPPED STEP 40 HIGH , o Cn CABINET WASHER X m x LL � r KNEEWALL c� _ ¢� 7 1,_0�„ W m o � m PROVIDE W/ PTD. PINE O DNR LT l o �� w -- �8„DRYWALL------ -CAP ---- -- - x :D CY o (Nn 'IN 40" IGH KNEE OPT. PERS - - J J Cr 0 = ¢ - - - UNDER STAIRS in WALL. W/ PTD. PINE CAP T_ I B STORAGE 1 I 6 -0 00 3 _8„ -L J 1'-416" DN ,r, 3 D 6 I,> -- ;� 14R -� I L-----� 00 ;,� 8'-316 L�'0WI 1 6 17R FOYER HEAjI�RCbOMI TILE -IN 4 07 - - - PROVIDE 45 5 MINUTE FIRE RATED BU - DROP 2'-1" DOOR w/ RATED PW J BULKHEAD �B JAMB, SILL AND VV 1C CLOSER "j TILE 1 ;n IR OR STOP & 0 1 E DROPI 1 'n TW H cv O = I /P R C PROVIDE E 1"XA EXTERIOR r PROVIDE (-)0'-4' PAN (-)0' 4" SHEATHING ON PORCH UNDER CEILING THIS UNIT 313,, � SH WTlie 6„ ELECTRIC PANEL LOC. SEE SHT E1.1 0j ELME ER A 2 NI GARAGE( -------- -24' WIDE SHUTTERS W SILL ELOW I I 2 I I ti� 16'0"x7'0" O.H. GARAGE DOOR A .3 2 LINE OF SYNTHETIC STONE WAINSCOT 0" 16'-0"12'-C)" 1'-2" FIRST FLOOR PLAN. 991/4 1 -0 d- � J J �w Q 0 0 Z z w 0 � J F- aQ y a=P� W Lu 0Q d wQ � oO� m 0 Of D cn oQ 84>, 12'-14„ 4„ EGRESS EGRESS 36"X62" 36" 62" 1 AR H TOP ARC Top 5�3'-2" 6'-3" 12'-10�" l 5'-1' SECOND 19 9 �9 FLOOR PLAN 2'-101" 2,-0" 4 TYPICAL FOR ALL SHELVES & LEDGES _ 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. o DOOR STOP PERIMETER 'CY) j TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY STOP & DROP M7 9' 1 FIRST FLOOR AREA 676 SF 6'-0j" - - - - s � JN 3R 44" W. I C. COVERED PORCH AREA 50 SF . r -IN 373 SF GTO BATH ILO - 3 TILE ® �0 I N S -4j" �n 1'-0„ DRAWN O BEDROOM 3,h N I CARPET I � I JOB No. 905/117 2-2668 I AS NOTED BI -FOLD 07/20/12 3'-4j' 2, 1„ 4„ IIL EGRESS 8' CEILING 9' CEILING W57 � Fw- BEDROOM 2. 2,_21„ 2,-1 2„ UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO CARPET I J III 9' CEILING 0I Mi I o 84>, 12'-14„ 4„ EGRESS EGRESS 36"X62" 36" 62" 1 AR H TOP ARC Top 5�3'-2" 6'-3" 12'-10�" l 5'-1' SECOND 19 9 �9 FLOOR PLAN 2'-101" 2,-0" 4 TYPICAL FOR ALL SHELVES & LEDGES _ 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. o DOOR STOP PERIMETER 'CY) j TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY STOP & DROP AREA CALCULATIONS (ANSI) ELEV. 'D' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF L�1I 2019 SF cy C L ® DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 6,1A 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 2010 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 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION (2x4) 1 CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD Z SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 O EXPOSED BUILDING FACE H - INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE II RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" ry CONCRETE -BLOCK CONSTRUCTION= OCEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED L�9 COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 © 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM I"'` EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OPROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION Lj UNCONDITIONED SPACES APPROVED HOUSE WRAP, FINISHED SOFFIT VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF p_ Q WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS N O ATTIC OVER LIVING SPACE INSULATION AND® REQUIRED BY CALAULATION r®erroorrO I PROVIDE R30 BATT/ BLOWN W 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH LL'It°� Z 0 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 s W ® ®6�' _ ® Q Z O R702.4.2py+ ®�: CV LLA 1 'EEO U " ° INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL ,NOTES: ., °®4 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES %^ e4 AT BASE) EQUALLY SPACED & ANCHORED P.T. 2x4 PLATE PER 1.) (FBC-R310)®+® �® �4F°err®®®®®aL•°°� Q TO 2x8 HEADER & MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED o� ®pO STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM FOR GROUND FLOOR EMERGENCY ESCAPE ®�® J O O ////e� 1 il��®�®® J TREADS SHALL BE 2x12 SPF#2 RIPPED # MINIMUM AREA I 2. WINDOW = 5.0 Sq. Ft. //lig."i'�11 DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3,) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED, OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, TO THE MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING ~ p FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE O' MIN, STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS W z MIN. CLEAR STAIR WIDTH = 31 1/2" C\2 p O W c FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" 12" FROM INSIDE EDGE (FBC-R612.2)Z INSTALL APPROVED CORROSION RESISTANT FLASHING AT C m .� MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE Z " W AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER 0 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 0U �I E -Q CO MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 'z, © <4 CSO WITH TESTING AND PERFORMANCE CLASS 25 OR �--� Y) N W 1281 SIKA 201. Cn - E-+ Z OHAND RAIL -FBC 2010 R311 7 7 7 AAMA CLASS 800 OR 812. RECOMMEND JUNCTURE BETWEEN EXTERIOR PLASTER AND ,-.� d C) Z P4 MIN. STAIR HANDRAIL HEIGHT = 34" MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT O C7 O pi GUARD HEIGHT 36" COMPLYING WITH FBC2007 R613.8.1 z E. U� E-+ MIN. INTERIOR 36" LL E - MIN. EXTERIOR GUARD HEIGHT = OPENING SIZE W W cC FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH O W [-i Z MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) PROVIDE FOR ' 0 HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL w TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" 2 a SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH .I E"' TO WALL OR NEWEL POST PER FBCI- E- 0 ad' R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS W SECTION 402 COMPLIANCE TOTAL O U OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) 0 SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL" COMPLY WITH 2010 FBC w SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM L.Li WITH CERTIFIED PERFORMANCE SHALL HAVE THE SKYLIGHT, RAISED COFFERED CEILING. WINDOWS TO REMAIN ON NRC LABEL PROVIDING U -VALUE & SHGC FINAL ENERGY INSPECTION, ^ LLL WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES R TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS Fn R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM La.J 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. 0 (EXCLUDES 7/8" CEMENTITIOUS FINISH Z op CLOTHES DRYER VENT (FBC-M1502) OR SIDING) Z 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM Z DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5'Li - SQUARE FOOTAGE CALCULATIONS ARE 0 Li 13 ATTIC ACCESS (FEC -R807) ATTIC ACCESS HATCH 22"x30" WITH WEATHER MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY 1/ENEER, :>7- f- J Q Li STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED = L.L.I X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN IN AMERICAN NA TIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) er AREA CALCULATIONS (ANSI) ELEV. 'D' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF SHT OF p QUI - cy C L ® DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 6,1A SHT OF r� _104 I tV a I LO SIN i N V-6" 1 4„ 'r 3/4" RECES SCALE 2:1 116%63" PREFORMED STUCCO PANEL SHUTTERS 2'– 4" 4- V -8r' 10" o 7" i EQ. EQ. EQ. 4' 0 w i� I L.Li 'r 4” 4" VARIES 0 z 3'r 7„ N r �374`1� N A SCALE 2:1 10" WIDTH 7" WIDTH ~ SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER r� _104 I tV a I LO SIN i N V-6" 1 4„ 'r 3/4" RECES SCALE 2:1 116%63" PREFORMED STUCCO PANEL SHUTTERS 2'– 4" 4- 1'—Orr o 7„'I` EQ. EQ. EQ. M I i� I L.Li 'r 4” 4" U) w 0 z o0 ~ w Zcn � VARIES IW� ® 3" 7" �3 4 k SCALE 2:1 J 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER � VARIES 3". 70' 0 i- < 10" WIDTH c� 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER ELEU` METER SECTION AT METER NICHE 1 /2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 7/8 STUCCO PLASTER FINISH (2nd FI. TYP.) 6 WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT 0 PARTY i--- WALL PROVIDE CONTROL JOINT 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 D 99 1/4" = 1'-0" PORCH ROOF GUTTER DRAINED TO STORM WATER - PIPE 1"x6" RAISED STUCCO PLASTER_ FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FL TYP.) 6:12 6:12 2 ANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT E Q0 ENTRY GARAGE ELEV. 6:12 6:12 \ \ 6•�2 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE ,,1"x6" RAISED STUCCO TRIM I TOP OF PLATE SM00 PLASTER INISHE(TYP) TOP OF WINDOW -- N N SMOOTH FINISHED WINDOW co CD SURROUND DETAIL WITH ARCHED co cn HEADER (SEE DETAIL) pno 10 M PREFORMED STOCCO PANEL Q SHUTTERSLl I I 7/8" STUCCO 00 PLASTER FINISH (2nd FI. TYP.) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FTFI FIN. SECOND FLOOR 5 �2 :12 - 5 -- -- 1/2 UCC T S TOP OF WINDOW --PLASTER FINISH 30" HIGH BLACK METAL RAILING (GROUND FL. TYP.) (TYP.) TOP OF RAIL MUST BE NO 36"x8'-0" FIRE RATED F HIGHER THAN WINDOW SILL SOLID FRONT DOOR 1/2" STUCCO 0E:10:E::11a PLASTER FINISH 1%6" RAISED STUCCO [I0 DE] PLASTER FRIEZE TRIM o (Ground FI. TYP.) W/ SMOOTH FINISH MEIM7 METE co 1 "x6" RAISED STUCCO PLASTER TRIM BAND W/ 5"x3" PREFORMED STUCCO SMOOTH FINISH [E[2 [27 [E[E [E� WATER TABLE (SEE DETAIL) PRECAST STUCK–ON FIN. GROUND FLOOR ------- - ------------ ------�� ------- --------- �� STONE VENEER GRADE---------- - --------------- J ----- --- - ------- _ ------ -------- - ------ I -----------_ GLASS AREA ON FRONT ELEVATION 'A'= 61.19 SQ. FT. FRONT ELEVATION D 99. 1/4 99 /4" = 19-019 '-0" 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER— SILL TRIM W/ SMOOTH FINISH me llp5a GUTTER DRAINED TO PORCH ROOF PORCH ROOF GUTTER DRAINED TO STORM WATER PRECAST STUCK–ON STONE VENEER JOINING UNIT ELEV Lij LL ® z N Uj Lij 0 • 00 ® ,� • 1k I° ®®��® ®�D•a°®• Fo•°��FS�l� �Q C\2 W Z -4 rn V) L) T NWZ. L) O O LLJ Ld LLJ Z „„” V) D L 1'—Orr o 7„'I` EQ. EQ. i� I L.Li 'r 4” U) w 0 z o0 ~ Zcn � VARIES IW� ® 3" 7" �3 4 k SCALE 2:1 J 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER ELEU` METER SECTION AT METER NICHE 1 /2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 7/8 STUCCO PLASTER FINISH (2nd FI. TYP.) 6 WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT 0 PARTY i--- WALL PROVIDE CONTROL JOINT 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 D 99 1/4" = 1'-0" PORCH ROOF GUTTER DRAINED TO STORM WATER - PIPE 1"x6" RAISED STUCCO PLASTER_ FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FL TYP.) 6:12 6:12 2 ANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT E Q0 ENTRY GARAGE ELEV. 6:12 6:12 \ \ 6•�2 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE ,,1"x6" RAISED STUCCO TRIM I TOP OF PLATE SM00 PLASTER INISHE(TYP) TOP OF WINDOW -- N N SMOOTH FINISHED WINDOW co CD SURROUND DETAIL WITH ARCHED co cn HEADER (SEE DETAIL) pno 10 M PREFORMED STOCCO PANEL Q SHUTTERSLl I I 7/8" STUCCO 00 PLASTER FINISH (2nd FI. TYP.) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FTFI FIN. SECOND FLOOR 5 �2 :12 - 5 -- -- 1/2 UCC T S TOP OF WINDOW --PLASTER FINISH 30" HIGH BLACK METAL RAILING (GROUND FL. TYP.) (TYP.) TOP OF RAIL MUST BE NO 36"x8'-0" FIRE RATED F HIGHER THAN WINDOW SILL SOLID FRONT DOOR 1/2" STUCCO 0E:10:E::11a PLASTER FINISH 1%6" RAISED STUCCO [I0 DE] PLASTER FRIEZE TRIM o (Ground FI. TYP.) W/ SMOOTH FINISH MEIM7 METE co 1 "x6" RAISED STUCCO PLASTER TRIM BAND W/ 5"x3" PREFORMED STUCCO SMOOTH FINISH [E[2 [27 [E[E [E� WATER TABLE (SEE DETAIL) PRECAST STUCK–ON FIN. GROUND FLOOR ------- - ------------ ------�� ------- --------- �� STONE VENEER GRADE---------- - --------------- J ----- --- - ------- _ ------ -------- - ------ I -----------_ GLASS AREA ON FRONT ELEVATION 'A'= 61.19 SQ. FT. FRONT ELEVATION D 99. 1/4 99 /4" = 19-019 '-0" 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER— SILL TRIM W/ SMOOTH FINISH me llp5a GUTTER DRAINED TO PORCH ROOF PORCH ROOF GUTTER DRAINED TO STORM WATER PRECAST STUCK–ON STONE VENEER JOINING UNIT ELEV Lij LL ® z N Uj Lij 0 • 00 ® ,� • 1k I° ®®��® ®�D•a°®• Fo•°��FS�l� �Q C\2 W Z -4 rn V) L) T NWZ. L) O O LLJ Ld LLJ Z „„” V) D L SHT OF 6.2A cn L.Li 0 z o0 ~ Zcn � IW� ® 12 J 0 LbJ _ � 0 i- < U___I () Lj < 0 0— X Q 0 � CL :2 _j DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT OF 6.2A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL a 150 MP 2/0 ALUMINU DI C. SERVICE CABLE mic RISER 2" PVC WITH (3) #2/0 THHN ALUMINUM O `-- METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING OA 1 31 KITCHEN P---1 R 1 L_ + � _ _ \ "I DINING 4 I®I I 1 14 MICROWAVE I SI ABOVE PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER O J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT I / Q ----------- 1- ----- -- \---------� 1 GATHERINIGI ROOM I I / I I �I I � I 14 0/ \,o I 1 I -�-----------= —------- 7J3T TgRA�GE Cp . 1 I I 17R HE R £ A- 4� { 10 T — / w -- -- F0YER >I GARAGE./ OUTLET FOR GARAGE DOOR 15 OPENER FIELD LOCATE ELECTRIC PANEL F- - - - - - I I I I I I I I I 4 I\ PO CH %1 i ELECTRIC METER IN NICIHE FIRST FLOOR ELEC"TRIU"AL. 1/4" = V -V GENERAL ELECTRICAL 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY C/L BB REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN < NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM o FRONT OR REAR OF THE BUILDINGS. �n 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT TYPICAL LIGHT SWITCH SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5, GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND TYPICAL WALL OUTLET ]ELECTRICAL KEY �1 AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION, MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS, TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SE'U"OND FLOOR ELEu"TRICAL 1/4 " = 1' -0 99 SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED, 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co Lij SMOKE DETECTOR EXAUST FAN 0 Z COMBO 0 ~ SMOKE DETECTOR z WALL MOUNTED ® LIGHT FIXTURE < SWITCH 0 LTJ L,J Lv LLJ CL CEILING MOUNTED >- < 3—WAY SWITCH $3 LIGHT FIXTURE 4—WAY SWITCH $4 RECESSED CANLIGHT 0-- ry < 0 n - FIXTURE CL :2 J H DIMMER SWITCH $d RECESSED VAPOR �r'e AT/TJF CHECKED TJF PROOF FIXTURE JOB No. 905/117 110 V OUTLET DATE 07/16/12 FLOODLIGHT \ SWITCHED OUTLET FLOURESCENT GFI OUTLET �� LIGHT CEILING Cs� MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN TEL PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE SPI& CODE SIZED J BOX Q WITH BLANK COVER 604E SHT OF JJ cn Lij U 0 Z 0 ~ z W ® LL1 < 0 LTJ L,J Lv LLJ CL N >- < 604E SHT OF cn Lij 0 Z 0 ~ z ® J 0 LTJ = LuJ >- < U J M 0-- ry < 0 n - CL :2 J H DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 604E 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. DBLE. HANG NG 5 SHELVES FOR 9' CEILING L - - - J 2 fIN 3 0 w U RANGE HOOD VENT (FBC-M1503) F. A. 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE LAUNDRY w z O = _ a ww TILE r - - Cn In SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED I C FLOOR TRUSSES BY REGISTERED TRUSS 0 ,> w 4'-7 = C w O J Li -- 7 D z w = w z Z Z z Q w 10'-0" MAX. HEIGHT (SEE STRUCTURAL Q v z 3� � :2m O m m z 1= 3z Y J O o Of � - - - - - - O _ I-__0 E 9,_12 ��A z Q z w J n w I- �_ O T D w D w (o 0 z Q r� 1--0 Z Z O re, 0 z w FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 261" 50j" 27j" 503" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO R4 0 1H6 SH BLOCK SINGLE HUNG 26j" 72" 271" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO WRAP, FINISHED SOFFIT W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1" 8 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63' 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES OPENING = 24" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO MAX. VERTICAL RISE FOR = 12'-0" W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 50j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO TO WALL OR NEWEL POST PER FBC W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) .-TT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, DBLE. HANG NG 5 SHELVES FOR 9' CEILING L - - - J 2 fIN 3 0 w U RANGE HOOD VENT (FBC-M1503) F. A. 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE LAUNDRY 0p REQUIREMENTS ARE TO BE TAKEN AS MINIMUM 2-2068 14 z 2'-11" TILE r - - PROVI(RE SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED I w FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 ,> 2'-2 4'-7 ~ 9'-1 �� O EVERY 1000 S.F. BRACING IN ACCORDANCE -- 7 z 2668 .0 LaJ UNDERLAY UNDER RESILIENT AND WOOD I O I II (UPPERS I 10'-0" MAX. HEIGHT (SEE STRUCTURAL J wz m z_ BI -FOLD N � 0 w Z 3 I- F_w J RATING OF 1 HOUR WHERE LIMITING DISTANCE = Y J Q U V) - - - - - - O _ I-__0 E 9,_12 ��A U GROUND FLOOR PARTY WALL FROM TOP OF w w w CY Ow O O T = ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR of w (o 0 z BEDROOM 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS DN 1A 2'-8" 8'-0" 1 R4 INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OINTERIOR 3U373 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. 1C S-0" 6'-8" 1 R4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ADD TRANSOM / ELEVATION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1D 3'-0" 8'-0" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 TEMP GLASS FRENCH 18 LT SPF#2 OR 2x6 SPF#2 0 24" O,C, 1E 3'-0" 8'-0" 1 R4 45 MIN, YES FOR 1 HR RATED WALLS OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN O2 2'-8" 6'-8" 1 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 8' CLG. TYP. WRAP, FINISHED SOFFIT 2'-8" 8'-0" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 9' CLG. TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND O 2'-6" 6'-8" 1" ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 INTERIOR DOOR 8' CLG. TYP. OTILE 6 2'-6" 8'-0" 1" 3311.7.3 WINDOW GENERAL NOTES: INTERIOR DOOR 9CLG. TYP. ® 2'-4" 6'-8" 1 i" TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED INTERIOR DOOR 8' CLG. TYP. IN EVERY SLEEPING ROOM 2'-4" 8'-0" 1 WINDOW = 5.0 Sq. Ft. INTERIOR DOOR 9' CLG. TYP. 0 2'-0" 6'-8" 1 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE INTERIOR DOOR 8' CLG. TYP. OPENING = 24" 2'-0" 8'-0" 1 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" INTERIOR DOOR 9' CLG. TYP. 0 2'-2" 6'-8" 1 MAX. NOSING = 1 1/4" INTERIOR DOOR 8' CLG. TYP. 2,) ® 2'-2" 8'-0" 1 MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE INTERIOR DOOR 9' CLG. TYP. �7 1'-6" 6'-8" 1 MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 8' CLG. TYP. 3.) FLASHING SEALANTS AND WEATHERSTRIPPING V-6" 8'-0" 1 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT INTERIOR DOOR 9' CLG. TYP. ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH N N I 00 d I 0 VIRST O PLAN 1/4 " - 11-C 20'-11 2" 3'-51 11'-74" 5'-101 23 SDG TEMPERED 1 GLASS W55 W57 W57 O SOAKER TUB 60"x36"x20" r- - - - - - - - - - 21 J W J IN �� Q z < °' 3:JU I a_ V) '� BATH _ MASTER SUITE 0 � OASIS Ir r - TEMP�RED CARPET J SIN G ASS z D � `° " 21 SH WER a ENCLOSURE (oN Q J -- - - - - - - - ---- � A42"HIGH 9 HIGH COFFERL-J ---------------LF HALF WALL <A --- O or4 in 4 T G IN OI 13i -- I I 68" F F 7- 71 W. I . C. �/ \� m 3-2" S-8" J ' I "VOTED o AHU R I LL_ -��-- �_----- 0 2668 1 1 1" T C in rd W <u U „ Q SIN N Q r w Li � r xu Q �N 54 FIRST FLOOR AREA 52 [) 6-94 3'-3„ ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO BI -FOLD 5,_g„ ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, DBLE. HANG NG 5 SHELVES FOR 9' CEILING L - - - J 2 fIN 3 0 00 RANGE HOOD VENT (FBC-M1503) F. A. 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE LAUNDRY 0p REQUIREMENTS ARE TO BE TAKEN AS MINIMUM 2-2068 14 z 2'-11" TILE r - - PROVI(RE SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED I -FOLp,, FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 ,> 2'-2 4'-7 ~ 9'-1 �� LbJ � EVERY 1000 S.F. BRACING IN ACCORDANCE -- 7 z 2668 .0 LaJ UNDERLAY UNDER RESILIENT AND WOOD I xo I II (UPPERS I 10'-0" MAX. HEIGHT (SEE STRUCTURAL 0 z_ BI -FOLD 17 O � INSULATION, 1/2" INTERIOR DRYWALL FINISH, 3 Cr <0� TH RATING OF 1 HOUR WHERE LIMITING DISTANCE n OPT. TUB &OPT. IS LESS THAN S-0" BLOCK CONSTRUCTION - BASE CABINET - - - - - - QUADRAAT/TJF 2 HOUR MASONRY PARTY WALL E 9,_12 ��A 18 O GROUND FLOOR PARTY WALL FROM TOP OF LAUNQRY BOY,---' SLAB UP TO 9'-4" A.F,F TO BE 2 HR RATED Lli o O T DATE ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR I EQUIVALENT THICKNESS. CONTRACTOR TO BEDROOM in VERIFY THAT DELIVERED BLOCK HAS CORRECT 44„ 21 STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. DN CARPET REFLECTIVE INSULATION (R-4.1), 1/2" L 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 117R RATED CONTINUOUS FROM TOP OF MASONRY 1 1 1" T C in rd W <u U „ Q SIN N Q r w Li � r xu Q �N 54 FIRST FLOOR AREA 52 [) 6-94 3'-3„ ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 3 1,> 5,_g„ ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING L - - - J 2 fIN 3 0 00 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 LAUNDRY 0p REQUIREMENTS ARE TO BE TAKEN AS MINIMUM 2-2068 SPECIFICATIONS z APPLINCE SHALL COMPLY WITH UL923 TILE r - - PROVI(RE SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS -FOLp,, FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 1/1/ PAN UNDER COAT CEMENTITIOUS APPLICATION OVER ~ NAILING SCHEDULE) PROVIDE DRAFT STOPPING �� LbJ � EVERY 1000 S.F. BRACING IN ACCORDANCE k _OPT_ WASHER WITH TPI/WTCA BCSI. (1/4') PANEL TYPE Q .0 LaJ UNDERLAY UNDER RESILIENT AND WOOD I I II (UPPERS I 10'-0" MAX. HEIGHT (SEE STRUCTURAL 0 ENGINEERS SPECIFICATIONS) R13 BATT 17 O � INSULATION, 1/2" INTERIOR DRYWALL FINISH, 3 Cr <0� TH RATING OF 1 HOUR WHERE LIMITING DISTANCE n OPT. TUB &OPT. IS LESS THAN S-0" BLOCK CONSTRUCTION - BASE CABINET - - - - - - QUADRAAT/TJF 2 HOUR MASONRY PARTY WALL E 9,_12 ��A 18 O GROUND FLOOR PARTY WALL FROM TOP OF LAUNQRY BOY,---' SLAB UP TO 9'-4" A.F,F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM, C T DATE ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR I EQUIVALENT THICKNESS. CONTRACTOR TO ® W.1.C. in VERIFY THAT DELIVERED BLOCK HAS CORRECT 44„ 21 hit . 5'-24" S-1 �" 4'-8„ 7 O 9 LO I LO f� BEDROOM 2CARPET W55 I SIN in EGRESS EGRESS Its -� W57 W57 I in ----------------------------- ROOF BELOW 3'-5> 3'-6" 3'-6" 3'-5" 11 11 2'- 4J-" 2 13'-10" SEU`OND FLOOR PLAN V-11„ 41„Ll 2,_0„ AIN 0 DRYWALL KNEEWALL N S2 KITCHEN FLUSH BREAKFAST BAR SECTION 1/4 = 1' -0 5'-6" @,1)FOYER _ CURVED ARCH ROUNDED NER BEAD ROUND . BASE ,RD CONSTRUCTION NOTES Otherwise Noted) ELEV. 'A' FIRST FLOOR AREA _(Unless UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1588 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2024 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 00 RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS z 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 ® LaJ MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT LbJ � 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 .0 LaJ UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 0 ENGINEERS SPECIFICATIONS) R13 BATT 17 O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH, EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Cr <0� RATING OF 1 HOUR WHERE LIMITING DISTANCE n _J IS LESS THAN S-0" BLOCK CONSTRUCTION - OCONCRETE CEMENTITIOUS FINISH QUADRAAT/TJF 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F,F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER DATE ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR 3U373 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O,C, PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA, FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TO BE CEMENT TILE BACKER BOARD PER FBC2007 OTILE 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 3311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1.) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2 TREADS SHALL BE 2x12 SPF2 RIPPED #2 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN, HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, (D MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN, INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE Of- FDOOR DOORFROM GARAGE TO HOUSE INS/DE STRAPP/NG W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTS/DE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTER/OR SHEA THING. (EXCL ODES 7/8 " CEMEN T1 TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULA T/ONS ARE ATTIC ACCESS (FBC-RB07) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY l/ENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEI/A TION) AS OUTLINED *X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN /N AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANS/ Z765-2003 E AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA 1588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF Pll O HZcc a O� Q ul e0 wCnNW0 pp � H z w O E4 <C H LiJ LLJ L SHT OF 7.1A I nn Ln n 00 uu z LIJLjj ® LaJ LbJ � i" .0 LaJ Lj Q 0 = 0 -- Cr <0� n _J DESIGN QUADRAAT/TJF 7DRAWN CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 7.1A 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1 /2" HIGH x 18 1/2" PROJ. PTD, POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) mm 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) SIDE ELEVATION "A99 1/4 99 /4" = 19-099 a Z 00 It 2'— 4" ELEC METER - SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH 1ECTRIC METER JICHE THICK CMV SIA, CONDUIT TO N THROUGH CMU LLOW CORE 0 TOP OF PLATE TOP OF PLATE TOP OF WINDOW I '00 18" ROOF OVERHANG i� O co FIN. SECOND FL00 OR TOP OF WINDOW FIN. GROUND FLOOR TOP OF PLATE TOP OF WINDOW �I 0 0 I I� 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL TOP OF WI N DOWTYP.) c7 1/2" STUCCO PLASTER 0 FINISH (Ground FI. TYP.) I 00 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE 6:12 6:12 E1 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH TO MATCH DOOR �.N DETAIL 24"x24" FRAME WITH 1"x4" — RAISED SQUARE STUCCO PLASTER FINISH 18°x60" PREFORMED STUCCO — PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM — W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) /2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FRONT ELEVATION " A" 1/4" = 1'-0" 6:12 (U1 ti PLASTER HEADER TRIM W/ 8 51 .. SMOOTH FINISH ABOVE "a9x"S\ 1"x7" RAISED STUCCO OITA9 PLASTER HEADER TRIM W/ 51000 SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 1/2" STUCCO PLASTER „ FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH ❑ ❑ L=j STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT. INCLUDES PPO— IWNDOW FOR BATH OASIS REAR ELEVATION 99 A91 1/4 = 1' - 0" E� nnti I� !1 4< W zn z E" Z � C) p 00 ~ NW � Z IWI rte— C, p- d' 7 ZEy �C W E- W I Z > LLJ E-; C\2a ' :2O LLJ Cit U I, ® W W ISI _ E� nnti I� !1 4< W Z � � 00 oo � I Z > cn3�: WLli ' :2O LLJ ® W I u LJ Q ® LJ h, ® U �— CL DESIGN DRAWN QUADRA AT/TJF ISI d I CHECKEDTJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 I SHT OF '� o 2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE i 00 TOP OR PLATE FIN. SECOND FLOOR (2) 2x8 RAMING AT LAND I G 5/8" TY E "X" GYP. BD. UND R STAIRS WH GAR GE FIN. GROUND FLOOR 16" OPEN WEB TRUSSES W/ SLAB ON GRADE STAIRWELL S2b HEADROOM CLEARANCE STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS © 10" EACH OPEN --2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE I TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B �STAIR SECTION � 1�4„ _ 1,_p., S2a0AI K WELL HEADROOM CLEARANCE ABUILDING SEU'--"TION- ) I D VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3 VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT > PLYWOOD WITHIN 4'-0" 2 OF PARTYWALL 3 VTR 2"i L.A I LI\IVI\ `L VVn 1 CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING ECO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING, A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING RISER DIAG-TRAM MIRRORN.T.S. PLAN MAY BE IMAGE r' A414, ®e o' N W r + ®V �WCJ er! Cm � J O I I I I � 7n II II II II II II II II II II II II Ld zowc Q~C\2 � cn I L � O 4 C) Q T Z_ OH cn � CO E~ Z Z o 00 Ld o �cwF z (j) o� w II I � II F— z� ®i ONJ = w I o >-< HEADROOM�� CS7 _ CLEARANCE�� ) I— - p--- C:� < O n - n :2JI— DESIGN DRAWN FOR HAND"�AILS AT/TJF CHECKEDTJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 j POWDER y 6 I � � � I I I I � STAIRWELL S2b HEADROOM CLEARANCE STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS © 10" EACH OPEN --2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE I TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B �STAIR SECTION � 1�4„ _ 1,_p., S2a0AI K WELL HEADROOM CLEARANCE ABUILDING SEU'--"TION- ) I D VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3 VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT > PLYWOOD WITHIN 4'-0" 2 OF PARTYWALL 3 VTR 2"i L.A I LI\IVI\ `L VVn 1 CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING ECO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING, A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING RISER DIAG-TRAM MIRRORN.T.S. PLAN MAY BE IMAGE r' A414, ®e o' N W r + ®V �WCJ er! Cm � J O >A J A VAN■ 7n C� Ld zowc Q~C\2 � cn I L � O 4 C) Q T Z_ OH cn � CO E~ Z Z o 00 Ld o �cwF z (j) o� w CNQ F— z� >A J A VAN■ SHT 0F 7.3A 7n cn I L Fj o 00 ao z� ®i ONJ = w I o >-< :2J CS7 = ) I— p--- C:� < O n - n :2JI— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT 0F 7.3A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 7 0 150 MP 2/0 ALUMINU DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM O ` METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC. RISER FIRST FLOOR ELECTRIU"AT, 1/4 99 /4„ = 19-099 SE'U"'OND FLOOR ELECTRIU"AL, 1/4 " = 19-099 GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY C/L REQUIREMENTS. 2. ELECTRIC METERS SHALL BE IN a NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM a FRONT OR REAR OF THE BUILDINGS. LO a 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF FOUR TYPICAL LIGHT SWITCH SPARES. TYPICAL WALL OUTLET ELEGEND.dwg EXHAl.J ST VENT NOTE: E: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. �4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. O7 SWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A. F. F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT V -D" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6, SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12, PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS, LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4.ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE © JUNCTION BOX WALL JQ- DETECTOR 0 TV JACK TV SMOKE DETECTOR CARBON MONOXIDE/ PHONE JACK SMOKE DETECTOR C SPEAKER PREWIRE SP[& SINGLE POLE SWITCH EXAUST FAN/ 0 3 -WAY SWITCH $3 LIGHT COMBO 4 -WAY SWITCH $4 EXAUST FAN DIMMER SWITCH $d WALL MOUNTED -(�- LIGHT FIXTURE Y DUPLEX CUTLET ®_' CEILING MOUNTED LIGHT FIXTURE QUAD OUTLET RECESSED CAN SWITCHED OUTLET LIGHT FIXTURE RECESSED VAPOR cn GFI OUTLET PROOF FIXTURE GFI OUTLET FLOURESCENT ABOVE COUNTER LIGHT CEILING SINGLE DEDICATED (D-- MOUNTED 220 V OUTLET DIRECT WIRE E)- CLO J BOX BRACE & \/ JUNCTION BOX CLG �-1 PRE -WIRE FOR > J ELEC. SERVICE � FUTURE FAN � LIGHT L LJ z PANEL L.Li <J Ld A/C DISCONNECT z 0 II _ EL ®_' cn L LJ �-1 u L LJ z L.Li <J Ld (,/) Q L�uJ �z 00 z� V) 3�: LLJ :2� LoJ Z i- 0 LLI U z Q0 ) I— Ld F-- —CL CL_.J F-- DESIGN DRAWN CHECKED DWG. No. JOB No. SCALE AS NOTED DATE 704E 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 2010, REF. ASCE 7-10) 1. ULTIMATE DESIGN WIND SPEED (VULT) = 140 MPH 2. NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH BUILDING CATEGORY = 11 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: -48 PSF, +36 PSF FOR ROOF LOCATIONS: -42 PSF, +33 PSF 6. CONSTRUCTION TYPE 5 B FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY . 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON 6. ?0 § ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF SHINGLE TYPE ROOF C VER) DL = 20 PSF TILE TYPE ROOF COVER DL = 14 PSF AT DORMER OVER -FRAMING BOTTOM CHORD : DL = 10 PSF WIND LOAD : SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS MANUFACTURER'S DRAWINGS CEILING CONSTRUCTION 1, USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DI AMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 12" J -BOLTS w/ WASHERS. DRILL & EPDXY w/ SIMPSON SET EPDXY ® 5" MIN (IMBED. -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. a of UNIT BUI]ILDINOU BUILDINVOx 4 1 Q0 Tr INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD 1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS DESIGN FRE55URES OPENING TYPE END ZONE MID ZONE si ZONE S ZONE 4 WINDOWS + 35.3 + 35.3 - 47.2 - 38.2 ENTRY DOORS + 33.7 + 33.7 - 44.0 - 36.7 SLIDING GLASS + 31.6 + 31.6 DOORS (S'x6'-S") - 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'x8') - 36.7 - 30.0 9'-O" x 1'-0" + 18.5 + 18.5 GARAGE DOOR - 20.9 - 20.9 16'-O" x -'-O" + 17.7 + 17.7 GARAGE DOOR - 19.7 - 19.7 MINIMUM DE51GN PRE55URES 5,45ED ON: REF. 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MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE SEAM. INDIC,4TE5 45• CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. "5 CONT. FTG. TO TIE 5E,4M. 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. w <L z 0 n U w 0 s I r I NII Ij i t U-11 1 Oil e v� N ®O; ' Z Z me Oct • ®e.U LL "� yyyypp� 69� ai li II f� O UZ Lj •-� C d+ wz will zh� c Utl;V �Wy E+ A ao ZL U�2tl L " E, r. za U CO z��'Hw O LJ 9 O O O ~ � HEl 0 w W o WLLJ = O V) Ek IV^ V) ' 00 Li CW L LJ O V! Z F— o 0 0 W M =W� H�JZ w H=1 —) I— U �Q0:D CL :2 J M DESIGN DRAWN CFG LA CHECKED CFG DWG. No. 2113707 JOB No. SCALE AS NOTED DATE 08/15/12 S3 SHT COLUMN SCHEDULE O(2) D 2x4 SYP #2 BUILT UP STUD COLUMN O(3) HTS16 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 STUD TO HDR CSD EA. END PT SYP #2 COLUMN MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X8 O(4) STUD TO HDR CSEA.END 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2 2x8 SYP #2 BUILT UP STUD COLUMN 2 (3) 2x6 SYP #2 BUILT UP STUD COLUMN HEADER SCHEDULE D (1) META16 FLOOR TRUSS TO CMU10 OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) A. END OF HEADER 27 HTS16 11 U.N.O. (2) 2X6's w/ (6) 16d END NAIL KING SOLID IN FLOOR BETWEEN COLUMNS H2X6 1/2" SPACER STUD TO HDR CSD EA. END 1 (2) 2X8's w/ I KING MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X8 1/2 SPACER STUD TO HDR CSEA.END 2 z (2) 2X10's w/ (10 AIL KING H2X10 1/2" SPACER D TO HDR ® ND 2 W/ SIMPSON H4 TO (2) 2x42's w/ 10) 16d END NAIL ING M H2X12 1/2" SPACER STUD T0 HDR ® EA.END 2 CONNECTOR LEGEND D (1) META16 FLOOR TRUSS TO CMU10 HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK Q SOLID IN FLOOR BETWEEN COLUMN AND CMU 27 HTS16 11 HTT4 w 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SOLID IN FLOOR BETWEEN COLUMNS LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY PRE -ENG. TRUSSES EPDXY MIN. 5" EMBED ....1 z (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING ® 24" O.C. MAX. F-51 w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW W/ SIMPSON H4 TO DRILL & EPDXY w SIMPSON SET EPDXY LLd �Q.. M ❑� HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED Fil LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW 7 HU210-2 1'I SUL26, TRUSS TO LEDGER D (2) HTS16 TRUSS TO COLUMN OR TO HEADER Ig SUR26, TRUSS TO LEDGER 1st FLOOR FRAMIVG PLAN, NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's ®16" O.C. TRUSS PER PL CONNE( PER PL (2) 2X 1/2" F ROOF NOTES: W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO F— 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 PLANS LOCATED HVAC UNITS AS SHOWN ON Z 7. REFER TO MANUFACTURER SPECIFICATIONS FOR 0 INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE — INSTALLATION. I"" 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 n CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND 0:� BLOCKING SHOWN ON PLANS. 0 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN M LIVING SPACE IS ABOVE THE GARAGE. LTJ 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL n EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS CSD 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE A 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 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 Lv UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO fY BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE j �'` Li d MIN. 2" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED W/ (2) ROWS CSD 3" O.C. AT TOP AND (1) ROW AT BOTTOM`.®®®®��%A,i®,, � _04 OF WALL, 6 O.C. ALL OTHER EDGES AND 12 IN °• °•°'t�C w FIELD. BLOCKING SHALL BE PLACED AT ALL �' .'w ®b�. % �! Z z SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD ® Z �` w USED FOR UPLIFT & SHEAR RESISTANCE. .. ; U cm � J NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS ;-j SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL cn r®® ��.�o®®to®•°°o•°�-��,. . O OTHER SEHAPPLICATIONS S /" RING SPIRAL SHANK,HAND OR GUN DRIVEN ►�x etre` NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT a TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED z GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR I' COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE F � � WITH ASTM A 153. CONNECTION NOTES: .� O ALL TRUSS/BEAM TO MASONRY CONNECTORS �r� W Z m O TO BE SIMPSON META16 (WITH A TSS IF THE V A0.4 W M L - FRAMING IS NOT EQUIPPED WITH A MOISTURE i -E BARRIER), U.N.O. O ALL TRUSS BEAM TO FRAME CONNECTORS TO BE w I SIMPSON H2.5T U.N.O. O ATTACH TRUSSES WITH AN 8" RAISED HEEL TO Q E pq A U FRAME WALL WITH A MTS12 w/ (5) 10d NAILSC—+< E" Z INTO THE TOP PLATE AND (5) 10d x 1 1/2" 1.4 O a O NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BEZ ,y+ X12 W W SPECIFIED BY TRUSS MANUFACTURER U.N.O. �/ 0 Ix E- z ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS W 0 O O a CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. - 0 Z O W N FLOORING SIMPSON H2.5A MAY BE USED ON CORNER _J © V JACK AND END TRUSSES WHERE UPLIFT GENERALNOTES DOES NOT EXCEED 535 LBS. w 1.FLOOR JOIST HANGERS SUPPLIED & REPLACEMENT FOR = ..,.._ ENGINEERED BY FLOOR JOIST COMPANY OMITTED STRAPS: V) (n 2. REFER TO TRUSS MAN. DRAWINGS FOR MISSED META -16 LINTEL STRAPS FOR MASONRY TRUSS DESIGNATIONS CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON c 3.ALL TRUSS/BEAM TO MASONRY MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR M -..� CONNECTION TO BE META -16 (U.N.O.) LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. S -- FLOOR NAILING POR 1680 STRAP). S OTHERS (PROVIDE ON (CASE/BYx CASE 4BASIS TO SCHEDULE BE APPROVED BY THE ENGINEER OF RECORD. FLOOR SHEATHING TO BE 3/4" ROOF VENTS : PLYWOOD OR OSB (U.N.O.) WITH LONG 1. VENT SIZES TO BE CALCULATED BY OTHERS V) I DIMENSION PERPENDICULAR TO SUPPORT 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE W00 (FLOOR TRUSSES) LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT NAILS: NAILS USED IN ALL FLOORING TO DICTATE LOCATIONS OR CALCULATIONS Ln Lip APPLICATIONS SHALL BE 8d, RING OR 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN 0 SPIRAL SHANK, HAND OR GUN DRIVEN FBC 2010 EDITION SECTION R806 NAILS, GUN DRIVEN NAILS SHALL HAVE 4• ROOF VENT AREA FORMULA: Z HEAD SIZE EQUIVALENT TO HAND SQ. FT. OF CLG= AREA OF FREE VENTILATION RE 'D. ? 0 oD DRIVEN NAILS, SPACING SHALL BE 6" 150* Q N w ON EDGES AND 12" IN FIELD. * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE � lliz 0 (D BEAM DETAIL (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS ® 16" O.C— FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4„TAPCONS 12” O.C. CMU WALL PER PLAN 3/4"t1'-011 0EYE •. ROW DETAIL AIL 2X6 FACIA AS NOTED DATE 08/15/12 Q 0~1� LL.I 2X4 FRAMING OR Q 0 PRE -ENG. TRUSSES ....1 z ® 24" O.C. MAX. W/ SIMPSON H4 TO LLd �Q.. M 0 LEDGER - U J ROOF SHEATHING w Q O --- FASTEN PER PLAN CL J m DESIGN D RAWN � USE (4) 10d NAILS �, CFG LA FOR CONY. FRAMED CHECKED CFG MEM. ONLY car DWG.No. 2113707 JOB No. SCALE 2X6 FACIA AS NOTED 3/41101 S HT DATE 08/15/12 S 4 3/41101 S HT CJ1 CJ3 EJ5 EJ5 EJ5 EJ5 EJ5 EJ5 EJ5 EJ5 EJ5 CJ3 CJ1 x N S E E6 E7 x N E8 E9 E10 CONNECTOR LEGEND RI (1) META16 FLOOR TRUSS TO CMU 10 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 cB, (3) HTT4 w/ 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR R HTS16 I1 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK H2X6 1/2" SPACER STUD TO HDR 0 EA. END SOLID IN FLOOR BETWEEN COLUMNS R LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 H2X8 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING STUD TO HDR ® EA. END 2 R4 w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X10 EPDXY MIN. 5" EMBED STUD TO HDR ® EA. END 2 R (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 H2X12 DRILL & EPDXY w SIMPSON SET EPDXY STUD TO HDR 0 EA. END 2 HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED R LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW OB HU210-2 1'1 SUL26, TRUSS TO LEDGER R9 (2) HTS16 TRUSS TO COLUMN OR TO HEADER ie SUR26, TRUSS TO LEDGER 2nd FLOOR F'RAMING PLAN. HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN cB, (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) 16d END NAIL KING SERVE AS A TRUSS DESIGN. H2X8 1/2" SPACER STUD TO HDR ® EA. END 2 UP STUD COLUMN (2) 2X1 O's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR ® EA. END 2 O(3) (2) 2x12's w/ (10) 16d END NAIL KING SYP H2X12 1/2" SPACER STUD TO HDR 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: COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN cB, (3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 PT SYP #2 COLUMN O(4) SERVE AS A TRUSS DESIGN. 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN ROOF NOTES: Ld 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 Z PLANS. 0 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE 1— INSTALLATION. CL 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND U BLOCKING SHOWN ON PLANS. V) 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN W LIVING SPACE IS ABOVE THE GARAGE. 0 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS @ 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL E SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR 4"" W TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL c.� q I, UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. "' PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED A a� e��®®®� �o'® o w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM ®®°•®® ®•v/1/�,�'rrr ;�04 d OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN ® LL �!.� do o Z 0 FIELD. BLOCKING SHALL BE PLACED AT ALL •®W • ° v> r.. ® Q SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD z ° ° uj ' USED FOR UPLIFT & SHEAR RESISTANCE. �o°� -� NAILS ED IN ROONG ANAILISATAOLL S NAILSHALB �'� i°®"®®°®®'®•�C'Q o 2-1/2"F • 8d 0 131 1/2'F RINGASHIANK v� e®i®`�®®�®®®®'� 0 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 a!,' TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED o GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR z COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE Z WITH ASTM A 153. � CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS W z TO BE SIMPSON META1 6 (WITH A TSS IF THE CD A p WE C7 i` - FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. z m z z ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE c•; U 4 0.i SIMPSON H2.5T U.N.O. ."Q z p A ATTACH TRUSSES WITH AN 8" RAISED HEEL TO E� �,.,, Z ,1 FRAME WALL WITH A MTS12 w/ (5) 10d NAILS �•,` Ea �C p r z p� C ©� INTO THE TOP PLATE AND (5) 10d x 1 1/2" rte• q d; NAILS INTO THE TRUSS TOP CHORD' ALL TRUSS TO TRUSS CONNECTIONS TO BE o (� WW rA O p� `4 r z SPECIFIED BY TRUSS MANUFACTURER U.N.O. O C © x ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS p-' -i 1� 1 a I RE TO BE ATTACHED TO THE OUTSIDE PS)UAN H LA_ ©W OF THESWA O. � � SIMPSON H2.5A MAY BE USED ON CORNER ~ O V JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. W REPLACEMENT FOR Q _ C-4 OMITTED STRAPS: U) MISSED META -16 LINTEL STRAPS FOR MASONRY c 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 W 0 LOCATIONS AICD DO NOT REPRESENT ANY ATTEMPT2 Lo TO DICTATE LOCATIONS OR CALCULATIONS 0 p 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN s~ FBC 2010 EDITION SECTION R806 4• Z ROOF VENT AREA FORMULA: Z SQ. OF CLG_ AREA OF FREE VENTILATION REQ'D. * V)�j 0 1T. LJ 0 * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE S Ki 077 Lj >- J 0 ° Z U Q Lu I.— Lu F- U O �0QO�_ m DESIGN DRAWN CFG LA CHECKED CFG DWG.No. 2113707 JOB No. a SCALE AS NOTED DATE 08/15/12 S5 SHT .. _. i� __ __ .. ..,_ ..... _.... __.____ _ _ .. __ .. ._. .....�.... ......,. ._.,. „u.. w Q 3/4" RECESS PER MFG, SLIDING 1/2" G.W.B. OVER VAPOR 8 CMU BLOCK 1/2" GYP. BD. EA. SIDE SPECS GLASS DR.� BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR 5" CMU BLOCK OF 2x 'S 6 16" O.C. BETWEEN 3/4" P.T. VERTICAL II BARRIER w/ R-3 INSUL. 5P-4 (2x4) / 5P-(o C2x(o) FURRING a 24" O.C. 1 BETWEEN 3/4" P.T. VERTICAL 1I 1/2" x 1" WEDGE /5P-8 (2x8) ° ° a LOPE 1 C1) *5 FROM FTG. TO TIE BEAM SPLICE TO ��_ FURRING � 24 O.G. (1) *5 FROM FTG. TO II '� EACH SCUD ANCHORS h FROM TOP BOTTOM �' ' . ° 3-I/2" CONC. SLAB I BE MIN. 30" GROUT Lu/ FIBERMESH REINF. DELL SOLID I I I I 1 3 1/2" CONC. SLAB I TIE BEAM SPLICE TO I BE MIN. 3m" GROUT EA. END OF WALL AND 6 32" O.C. Pt. BOT. PLT. ° F MED ON SITE ° ° \fxF OVER (o MIL. I SNU1R. I I INTERIOR w/ FIBERMESH REINF. OVER (o MIL CELL SOLID ° ° '' JOINT Z VAPOR BARRIER I I VAPOR BARRIER U ,�. °. °- i ;. .° " ° ° I I I_I i I—I I I—I I� I I-11 I- =111 1- 4 1/2" CASING � I -III—I l—I I I_I I .` 9,' 1—III - CL GRADE I N I I � °al A °.I , ° � GRADE ° 4 _III- - � II I I I I I�I I I—III-III ALUMINUM THRESHOLD �a q ^r sm 1== I- —I - III= z _ I IIIII 1 l2) *5 5 GONt. v-1 I �-I I (I 1- I I I i_- W/ 3 MIN. CLEAR I 1 3-1/2" GONC. SLAB 5LOPE 12500 P.5.1.) W/ SILL FORMED ON SITE �ox�o lm/lm W.W.M. � Ld _ I I � S 8 .III=I — = I=III I III A/C CHASE III= _ PVC SLEEVE TO I- °y :a =III—I WHERE 2ND STORY OCCURS AND 6 MIL. VAPOR 3/4" RECE55 BARRIER MONOLITHIC FOUNDATION' 1 I _ 1� W/ C2) *5 DIA. RODS CONT. - I (III— I I CLEAN W1 1'_4 COMPACTED FILL m ISI-III-I (_ =III=III-11�- _ j lI _ 1=1 j 1= : w.. BE TWICE THE III I I—I - DIAMETER AMETEK OF I I- _ i� -j PROTECTED PIPE III I I-—IIIII—III=IIIH's,� �=T' FTG SHALL BE 1'-8" WIDE W/ l3)*5 BARS ° _ Q • --�-- . ° CHAIRS 95re STANDARDUPLIFT CONNECTORS SUCH AS 5P s, AND ANCHOR BOLTS ARE NOT PER DENSITY C1) *5 CONT. 1 _411 REaUIREp ON WALLS NOT EXPOSED t0 UPLIFT FORCES. SHEARWALL5 SPECS ° WHERE 2ND STORY OCCURS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN, a FTG SHALL BE 1'-8" WIDE W/ 3" MIN. CLEAR EXP JOINT W/ (3) *5 BARS i FOOTING SECTION 1 5�WR FTG 2 3 CH46E �e I NTS INT. WALL FTG. EXTERIOR DOOR � ' Ir W15LOC NTS �,� I NTS DE L NTS S ( 5 NTS FOURED LL ®�y�°e°gym®°sa°°°✓� W �h ems-- ®aa Q LL °a ®Z O a 1 � a W W .rte o� r V see '''. � tJ] ee°° Q � O 1/2 GYP. BD. EA. SIDE OF FILLED CELL �q� 2x'5 s leo" O.G. a I 1/2" J-BOLTS h" FROM NON -LOAD EA. END OF WALL 632" GARAGE 411 ® n9 I BRG. WALL AND SPACE O.G. NO 2 I/4" _ cv n' 8" CMU BLOCK 1J I. "ari'IN 3 1/2" CONC. SLAB WEDGE ANCHBORS 5P-4 (2x4) / SP-6 C2x6) w TOP VIEW CORNER II i J''I ',Z 7(1) "A i i ALLOWED /5P-8 (2x8) q EACH STUD TOP 8 BOTTOM *5 FROM FTG. TOT- 3 1/2" CONC. SLAB 11 TIE BEAM SPLICE TO LU e e-- ---. --<- _= - GRADE } Pt BOT. PLT. GARAGE WALL w/ FIBERMESH REINF. Im �� BE MIN. 25" GROUT CELL SOLID W oa �-+ • nt A Z ---- OVER (o MIL. a } I" 0 c 1 I—III=1 1=III=1 I _—III -III—I I—III--III—III- I i I I II11I Q p < 4 .- .-= - ---- _ q� - - a -- - -. -� ° -� ° q vAPOR BARRIER C) z -I I °- Utl all x 8 THICKENED , C3) *5 5 CONT. 3 1/2" GONG. SLAB 411 m q q< . = GRADE H A 5 to U W� SLAB w/ Ci) *5 CONT. (2) *5 S CONT. W/ 3 MIN. CLEAR 1011 1011�° a, J ° O E"4 z a `� a r' W/ 3" MIN. CLEAR SII SII --1 � - � I-II UPLIFT CONNECTORS SUCH AS 5P'5, H's, AND ANCHOR BOLTS ARE NOT �—III—III—III=III --III-I II I=III=III=III=III= I 1 III I I I=I I W O E� z a REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES. SHEARWALL5 REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. 8" x 8" THICKENED I I Ii II I I—i I I—III-) -I EDGE W/ (1) *5 = T = I= MONOLITHIC FOUNDATIO I -- -� Q w 7 U � p I=III-III-III CONT. LI—ILLI GLEAN J Z N I I I ;1i I I= I I= -III-II W/ (2) *5 DIA. RODS CONT. ON CHAIRS 1'-411 COMP 5CIANDAILL D o CQ W w 6a 95% DENSITY O � � WHERE 2ND STORY OCCURS � W FTG SHALL BE I'-8" WIDE Ld �'�-IICIIG�N�� hC�� OFFSET FOOTING ONON5EARING S 0��5��` FOOTING 9 THICKENED EDGE w/ (3) *5 BARS � GARAGE CURS � _ V) NTS NTS �3EARINC� 3/� =1 -� 6GARAGE DOOR NTS l,a DETAIL NTS P _ W' �� o Z0 � oo 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK W/ INSUL. (/) O 1/2" G.W.B. OVER 1 1/2" P.T. VERTICAL 11 S" GMU BLOCK BARRIER R-3 FURRING NG 211 ETWEEN 3/4" p C VERTICAL BEYOND 10 1/2" G.W.B. OVER II I S" CMU BLOCK 1 I/2 P.t. VERTICAL I bi J O FURRING 24" O.G. DOOR FURRING 6 24" O.C. O M II (1) "5 FROM FTG. TO EXTERIOR II (1) *5 FROM FTG. TO = W II TIE BEAM SPLICE TO 3-1/2" CONC. SLAB C3) *5'S CONT. II TIE BEAM SPLICE TO (3) *5'S CONT.. BE MIN. 30" GROUT W/ 3" MIN. CLEAR 11 CELL SOLID w/ FIBERMESH REINF. OVER & MIL. NT ' T THRESHOLD SET BE MIN, 3m" GROUT W/ 3" MIN. CLEAR 1 CELL SOLID 1 � � .Q 0 L 1 VAPOR BARRI NT w I a Z " lm 1/ T g � _ _ °° I I—III GRADE --�--- ---� _� � --a----_-� a ;III—III—III °. , e w Q EL � J m _I—I _ _ I I i I I I I—I I b I—I I I— III- I I L_ A°°° I—III—III- DESIGN DRAWN =1 I IiII I III I I II I II I I II II II I„II-I ( III—III—GLEAN =1 i—I I- ' I it II 11 I II I it d COMPACTED _— _ —III I ISI I I III I I I=1 11=1 11=1 11=1V I I I �, I I' CFG LA CHECKED CFG g�ANOARp - I—) I (- S I � I 81, 21-011 811 MONOLITHIC FOUNDATION' II I — (=I I III 1 DENSITY DWG.No. 2113707 W/ (2) *5 DIA. RODS CONT. -� I =III- _ 8 2 m S ON CHAIRS JOB No. WHERE 2ND STORY OCCUR SCALE AS NOTED FTG SHALL BE 1'-8" WIDE W/(3)✓ BARS DATE 08/15/12 SD1 ' ,� � � WALL NT � OO 12 � � DOOR GARAGE CURS 13 �� lull NOT 14 NOT � 1� I� it �� TAI NTS DETAIL �. -Oil AT PART%IrWAL L 3/4 1 -� USED USED m _ FOOTING 3/�• -1 -� SHT I 1/2" GYP. BOARD 1/2" GYP. BOARD 1/16" O.S.B. SHEATHING LTJ 1/16" O.S.B. SHEATHING2x4 STUDS a 16" O.C. F— DECKING PER 2x4 STUDS 'a 16" D.C. DECKING PER Q Y FLOOR NAILING FLOOR NAILING 2x4 BOTTOM PLATE SCHEDULE 2x4 BOTTOM PLATE SCHEDULE ATTACH RIBBON TRUSS (BYZLTRUSS (BY BOARG) TO TRU55 OTHER5) OTHER5) TRUSS PER PLAN w/ (3) 10d NAILS 1/2" ANCHOR BOLI w/ i ATTACH SHEATHING TO WASHER s 32" O.C., °3i�4„ RIBBON BOARD WITH DRILLED AND EPDXY w/ Sd NAILS 3 O.G. OL SIMPSON SET EPDXY, OR EQUIV., MIN. 4" EMBED ATTACH SHEATHING TO FLOOR TRUSSES WITH 4 a (2) Sd NAILS EVERY 3" z Sd NAILS a 3" O.C. WALL O.C. SHEATHING TO BOTTOM PLATE Q O.S.B. TO OVERLAP 1/2" GYP. BOARD META16 PER PLAN [� BOT. PLATE 1 1/4" NGAIOKT 48" O.C., HGA10Kt '� 48" O.C., CMIN.) a a TRUSS TO TOP TRUSS TO TOP U 8" CMU WALL PLATE PLATE V) Ld 17PT Ix NAILER AS RE QT). D 8" CMU WALL NOTE: REFER TO TRUSS MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 5TOR)" CONNECTION. 2 5T0R� CONNECTION DOUBLE TOP DOUBLE TOP 1 2 PLATE, U.N.O. PLATE, U.N.O. :I �',�IR,�ILL.EL UUALL. > v21=11 -SII � FERF. WALL 11/2 21 6P4 -a EACH STUD SP4 EACH STUD A -1/16 OSS NAI TO G WA � BR LL PER I PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. W ca 2 X4's 6 16 " O.G. eeee� FIRE RATED WALL FIRE RATED WALL ��®�e �, I �� !®ii W DOUBLE BOTTOM PLATE �® '�A' �� o SYSTEM, SEE SYSTEM, SEE ,,� � � •� ; • Nod s a UPSIDE DOWN H10 COR N10-2 FOR ARCHITECTURAL ARCHITECTURAL g �°.*®• �•�.o =, w PAGES FOR PAGES FOR a, •ua • 2 -PLY), BOTTOM PLATE TO EACH _ DESCRIPTION Mf - OINt DESCRIPTION .a �:� W ch MID POINT MID -POINT Z C-4 uj �• � ®— o TRUSS. SLIT FLOOR DECKING TO BLOCKING BLOCKING H rla Z :11004p �ACCOMODATE STRAP BETWEEN STUDS BETWEEN STUDS � W •••• 11161 �xie�:,eee�e' tea_ oc 2x STUDS 6 16" O.C. PER PLAN g -4 A.F.F. 2x STUDS 16" dl;l BRC. HGT. D.C. PER PLAN o I 8P4 -s EACH x V) z STUD CC I- TRU55 PER PLAN x o d, WALL I I �O FLOOR �� (1 OR 2 PLIES) FLOOR � W z� W L L L I\ RDECKING PER � A ►-+ •X12 3 I �ll V II - I II PLAN c.a mz— COE C T I O I � DETAIL � - � - � 6P4D� EACH FLOOR SYSTEM � W '� H Z PER PLAN M O . I 2X NAILER W/ (2) �S � E-4 Q CID i/16 O.S.B. SHEATHING I0d NAILS 6 16 O.G. Z O � A rn m '�z" GYP. BOARD �� G'3 2x4 STUDS 16" O.G. ROOF SHEATHING -- 16" HIGH KNEE d E 4 &a" Z� 2X4's 16" O.C. FASTEN PER PLAN WALL, STUD a eC V. Z R DECKING PER (TYP) SPACING 6 16" O O p., FLOOR NAILING --\2x4 BOTTOM PLATE OC o U�1 zpz 'i2" GYP. BOARD a Z d E, - SCHEDULE W (� O z z (2) 10d NAILS IST FLOOR BRCS HGT .C. TRUSS REFER TO PLANS W Z c o x x vi a TOP OCHORD TO 2X4 F— < F C E" cit E-4 EXT. SHEATHING CONT. —94 I 2x4, CONTINUOUS FLOOR DECK FROM TOP PLT. TO ~ ~ Q U � � I' BOT. OF GIRDER, FASTEN 1/2" DIA ALL THREAD 1/2" DIA ALL THREAD RODLn 2 PER PLAN ROD -m 48" O.G., 5" I 1 a 48" O.C., 5" EMBED, Ld EMBED, DRILL 4 EPDXY I DRILL EPDXY w/ META16 EACH 8d NAILS a 3" O G I w/ SIMP50N SET EPDXY 1 SIMP50N SET EPDXY OR _ OR EQUIVALENT 1 1 EQUIVALENT cry TRUSS VERTICAL WALL SHEATHING TO GIRDER PER PLAN V) Q TRUSS BOTTOM CHORD I 2x4 Pt FURRING 1 2x4 PT FURRING c ° �� 24" O.C. Q A 2X NAILER W/ (2) 124 O.C. GYP. BOARD 10d NAILS 's 16" O.C. ----- ae a ° PT lx NAILER TRUSS L I A AS REQ'D. W 00 2 STORY CONNECTION LUAL L TO GIRDER Ln 6 PARALLEL WALL 1 1/21_11_/rll CONNECTION DETAIL_ 11/2 � a" CMU WALL � 8" CMU WALL � -17 fL/ fG/ Z � O one co w�0 J I (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO ' 0 TIE BEAM SPLICE TIE BEAM SPLICE II TO BE MIN. 30" II TO BE MIN, 30" GROUT CELL SOLID GROUT CELL SOLID D o 1/2" GYP. BOARD II II J Z DECKING PER U a � OSB OR FLOOR NAILING I I � 1/2" PLYWOOD SCHEDULE I I �— (� _ •--••-••• L LaiII 11 w a0� —_-- 41 im n. t1 HU26 TRUSS TO LEDGER — _ �`� — i' — ° ��_ DESIGN BRAWN _ _ _ _ _I I _ _ LVL OR GIRDER _ III III—I I . q=1 ISI i ISI --I 1=1 11-1_ 4 '° --I LI I I =� p CHECKED ce+c LA PER PLAN DOUBLE 2X8 LEDGER. ATTACH -1 1= (—_ cFc 1st PLY TO FLOOR TRUSS w/ (4) CMU WALL __w I ISI I I ISI I I = 1= =1 I 1=' - 1— 11= I —1 I I= 1= ISI I ISI II {= I- bWG N° 2113707 10d NAILS IN EACH VERTICAL. PER PLAN —� i l—IISI I I. �I 1.-1 1=� —_— —� —I 11-1 I 1=1 1=1 I ISI I 1=1 =� �� JOB No. 8d NAILS Q 3" O.C. ATTACH 2nd PLY TO 1st PLY WITH �-1 . . (2) ROWS OF 106 NAILS Q 6" O.G. - =..___.. � 1=1 I � -1 - ------- I PER ROW STAGGERED 3" SCALE AS NOTED DATE 08/15/12 NOTE: REFER t0 JOIST MAN. SPECS FOR BLOCKIN GREQ. 2 5TORY CONNECTION TRU55 TO LEDGER s 2 STORY FARTYWALL SECTION STAIRS 2 STORY FART' WALL SECTION SD2 AT PARALLEL WALL NTS CONNECTION SH7 G FASTEN PT 2X NAILER TO MA50NRY W/ 3/16"X4" TAPCONS 6" FROM ENDS AND 1611 D.G. MAX, FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL PROVIDE 1/4" PLY ON BOT. OF BLOCKS- ALL LAPS IN MASONRY 25" RUNNING BAR ----i L *5 CORNER BAR GROUTED CELL BUGK BT WINDOW/DOOR ARCH WINDOW MANUFACTURER 2 TYP, CORNER VERT, FRAMING hETA I L NTS WALL RE INFORC INCS r�uc,.>\ arG�.1r1GD BY WINDOW/DOOR MANUFACTURER ODOOR BUCK DTL. 0)05 IN TIE BEAM 11S-574 f RIN PRECAST LINTEL 12)"5'8 VERTICAL IN GROUT FILLED CELL 1 (1)05 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED NTS °o O�[Q GROUT TIE BEAM COARSE SOLID- NOM. OLID-NOM. 811 CMU —� -(I)S 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 IS MET -PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED NTS I O TIE BEAM DTL. NOTES: I. 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 311611X4" TAPCONS 611 FROM ENDS AND 16" D.G. MAX, TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LE55 THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX311 NAILS STAGGERED612" O.C. IaEA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS x1611 O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING rn CENTER BUCK r7n I I I I 3/811 DIA. ANCHOR 2 X 4 P.T. TOP BUGK 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/811 DIA. J -BOLT UJ/ 5-1/21' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK I 0,_0„ WASHER W/ EACH ANCHOR. (let BOLT TO BE 8" MAX. ABV. CURB, REST FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (811 MAX.) CD VERT. REINFORCING �UC�G DETAIL TIE -BEAM �m ALUM. DRIP EDGE PRECAST 2x4 CONT. SUBFASCIA MIm , i ♦ _ _ __ N= (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. MIN�:1Ms FOR OVERHANG W w Mimi ®1■ 1101011 M1■1MIM MIME TRANSITION FROM ■gym PER FLOOR PLAN > 110111 _ r 2x6 STUDS -9D 16" O.C. BEAM TO GABLE Mimi 1®i z MIN 5/5" TYPE X GYP. BD. W/ 6P6's TOP E BOTT. mei■ ■1m1 MIME MI_ �mm HORIZONTAL (+/- 10') ON EVERY OTHER STUD 1/2" DIA. THREADED BRACE NOT REQUIRED 6' ALL LAPS IN MASONRY 25" RUNNING BAR ----i L *5 CORNER BAR GROUTED CELL BUGK BT WINDOW/DOOR ARCH WINDOW MANUFACTURER 2 TYP, CORNER VERT, FRAMING hETA I L NTS WALL RE INFORC INCS r�uc,.>\ arG�.1r1GD BY WINDOW/DOOR MANUFACTURER ODOOR BUCK DTL. 0)05 IN TIE BEAM 11S-574 f RIN PRECAST LINTEL 12)"5'8 VERTICAL IN GROUT FILLED CELL 1 (1)05 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED NTS °o O�[Q GROUT TIE BEAM COARSE SOLID- NOM. OLID-NOM. 811 CMU —� -(I)S 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 IS MET -PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED NTS I O TIE BEAM DTL. NOTES: I. 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 311611X4" TAPCONS 611 FROM ENDS AND 16" D.G. MAX, TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LE55 THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF 10dX311 NAILS STAGGERED612" O.C. IaEA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS x1611 O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING rn CENTER BUCK r7n I I I I 3/811 DIA. ANCHOR 2 X 4 P.T. TOP BUGK 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/811 DIA. J -BOLT UJ/ 5-1/21' EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK I 0,_0„ WASHER W/ EACH ANCHOR. (let BOLT TO BE 8" MAX. ABV. CURB, REST FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (811 MAX.) CD VERT. REINFORCING �UC�G DETAIL TIE -BEAM �m ALUM. DRIP EDGE PRECAST 2x4 CONT. SUBFASCIA . VENTED ALUM. SOFFIT 05B NOT REQUIRED (1),433 EA. SIDE OD 2X w/ 311ro"x3-11411 TAPCONS TO CMU AND (4) 106A11 NAILS PER CONNECTOR (1) SIMP50N A33 EA. SIDE OF 2X w/ 311ro"x2-11411 TAPCONS TO CMU AND (4) 106AV NAILS PER CONNECTOR. NOTCH 2Xro AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 02 (OR BETTER) SYP PRECAST SILL W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. TO BE CONT. 6 THE FOR OVERHANG W w TRANSITION FROM PER FLOOR PLAN > GABLE BRACING s 48" _ r 2x6 STUDS -9D 16" O.C. BEAM TO GABLE z TRUSS 5/5" TYPE X GYP. BD. W/ 6P6's TOP E BOTT. O.C. MAX. 4r5' FROM HORIZONTAL (+/- 10') ON EVERY OTHER STUD 1/2" DIA. THREADED BRACE NOT REQUIRED 6' BEAM PER PLAN FROM EAVES. ROD W/ COUPLER (IF FLOOR EXTEND SHEATHING 51MP50N N -lm REQUIRED), 6" EMBED 70 BOTTOM OF 1DIAGONALTO WINDOW CONNECTION DETAIL NTS NTS 11/211:11-011 CONT. FROM BEAM TO FOOTING. O STEP DOWN TIE BEAM 2x4 BLOCKS, (2) I(od NAILS 'sEA. END. BLOGK ADJACENT BAYS 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS a (0" O.C. �- 1/211 DRYWALL 1x2 PT NAILER PRECAST CMU LINTEL 6 OPENING MARBLE SILL 1X2 P.T. FURRING - 6 2'-011 O.G. PRECAST GONG. SILL TYP. -5 ALL WINDOWS R3 INSUL. BETWEEN 3/4" FURR STRIPS 1X4 P.T. NAILER— WOOD BASE 3-1/2" CONC. SLAB PER PLAN NTs I( TYPICAL BLOCK WALL SECTION REFER TO PLANS FOR I-411 MAX EXACT SIZE OF D.H. �--- CONT. 2X4 2X4'8 9 24" D.C. GABLE END SHEATHING (5) l(od NAILS FASTEN PER PLAN. BRACE TO BLO i KING SPLICE AS REQ'D. PROVIDE 2x4 BRACE TO 51MP50N HGA-10 -s EA-ADJ. DIAGONAL FASTEN 4811 O.C. TO DIAGONAL w/(2) 16d NAILS. GABLE END TRUSS TO PLT. 'a 12" O.G. MAX. CMU WALL OR — LINTEL BELOW HGAI0KT 6 32" O.G. Hp TIE BEAM COURSE v 111/0)1`5 CONT. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING— CMU RACING***C IU WALL CONNECTION 9 G 45LE END DETAIL5 N.T*S. PRE-ENGINEERED WD TRUSS, 24" O.G. R-30 INSULATION HURRICANE ANCHOR AT EACH TRU55 (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDING TO MANUF. SPEC.) 15" ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. ELEVATION VARIES %1 v TOP OF MASONRY Y ALUM. DRIP EDGE 5/V' TYPE X GYP. BD. 2x4 CONT. SUBFASCIA . VENTED ALUM. SOFFIT 05B NOT REQUIRED UF. SPEC.) TYP. SINGLE TIE -BEAM W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. TO BE CONT. 6 THE FOR OVERHANG W w TRANSITION FROM PER FLOOR PLAN > GABLE BRACING s 48" NON -LOAD BEARING 2x6 STUDS -9D 16" O.C. BEAM TO GABLE TRUSS 5/5" TYPE X GYP. BD. W/ 6P6's TOP E BOTT. O.C. MAX. 4r5' FROM HORIZONTAL (+/- 10') ON EVERY OTHER STUD 1/2" DIA. THREADED BRACE NOT REQUIRED 6' BEAM PER PLAN FROM EAVES. ROD W/ COUPLER (IF FLOOR EXTEND SHEATHING 51MP50N N -lm REQUIRED), 6" EMBED 70 BOTTOM OF 1DIAGONALTO BEAM NAIL w/ ad BEAM 32" O.G. NAILS 6 3" O.G. ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING*** E3E AM CONNECTION 6IMP50N A23 ATTACH GYP. BD TO z = eEA. BRACE 3/4 OLD � TO PLT. 7 - PT 2X8 PLT,4 PANEL WITH (2) Sd PANEL CANT. FOR_ vL 1/2" J -BOLTS w/ CLC. NAILING NAILS EVERY 3" D.C. 11ASHRS (MIN. 611 SURFACE m EMBED) MIN. 611 a p FROM EA. END AND PROVIDE 16d NAILS � 32" O.G. MAX. GABLE END TRUSS TO PLT. 'a 12" O.G. MAX. CMU WALL OR — LINTEL BELOW HGAI0KT 6 32" O.G. Hp TIE BEAM COURSE v 111/0)1`5 CONT. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING— CMU RACING***C IU WALL CONNECTION 9 G 45LE END DETAIL5 N.T*S. PRE-ENGINEERED WD TRUSS, 24" O.G. R-30 INSULATION HURRICANE ANCHOR AT EACH TRU55 (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDING TO MANUF. SPEC.) 15" ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. ELEVATION VARIES %1 v TOP OF MASONRY Y ALUM. DRIP EDGE 5/V' TYPE X GYP. BD. 2x4 CONT. SUBFASCIA . VENTED ALUM. SOFFIT (APPLIED ACCORDING TO MA UF. SPEC.) TYP. SINGLE TIE -BEAM W/ (1) "5 CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG W w WINDOW Q PER FLOOR PLAN > EXTERIOR FINISH (SEE ELEVATIONS) VERT REINF. BEYOND 5x8x16 CONC BLOCK MAIN FLOOR i1 ELEV 0'-0" REFER FOUNDATION PLAN FOR FTG. INFORMATION /' 1 I 1i - A 1/T - NTS OSB NOT REQUIRED TO BE CONT. a THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN, SIMPSON H -lm DIAGONAL TO TOP PLT. ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING- FRAME RACING***FRA IE WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** CLEAR &PAN CONNECTION 1/2" GYP. BOARDS METAi6 PER PLAN U 0 PT Ix NAILER Ld AS REQ D. -T:m—g" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 11 2 STORY CONNECTION 1°•1' -mil ALT. UJ/ FIRE RATED FANEL 1/1(011 O.S.B. Fs 1/2" GYP BOARD SHEATHING 7 2x4 STUDS -s >: DECKING PER 1611 O.C. FLOOR NAILING jy Ld SCHEDULE 2x4 BOTTOM PLATE ATTACH 1'' w d' SHEATHING "'I ```®91#1111!1!! � 0>� I �f/i Ill� TO RIBBON`®e®��y` ��o, c BOARD WITH®°.•....,®o• ��.� ®w ad NAILS a L;e®°g ``t. LL o Z C 3" O.C. c+ �'®— ®P�.', ® (�' .'` ®Q Z z CV 1' LuCK du Ec®C) ATTACH 1 >` �.� -� SHEATHINGo Q ATO FLOOR ��o®®•��..®••°°®�� Q WRNS '00000® QVo®�®�" 1 O 1, ad NAILS EVERY 3"a, 1/2" GYP.META1(o PER PLAN O.C. BOARD I PT lx ii'' NAILER AS REQ'D. 811 CMU WALL o CONNECTION `Q w 2 STORY 12 AT CANTILEVER 1"=1l-011 � W � wz � `� �Fz 0 �;:401:4 w z0rPAego 0 z a�ooa o z�W W F O2Ld o� z©W�� 1— O L) t1t LLJ W N a 0 V) I Ld (* NOT USED :2 L o 0 ILIJ O O M 17 W —J Z w Q 0 ) 1-U I 0::) � Q 0-1Jm DESIGN DRAWN � cFG LA CHECKED C FG DWG.N0' 2113707 JOB No. a SCALE AS NOTED DATE 08/15/12 NOT USED � SD3 SHT 5/V' TYPE X GYP. BD. W NON -LOAD BEARING 2x6 STUDS -9D 16" O.C. 5/5" TYPE X GYP. BD. W/ 6P6's TOP E BOTT. FIRE RATED PANEL ON EVERY OTHER STUD 1/2" DIA. THREADED DECKING PER 2x6 DBL. BOTTOM PLATE ROD W/ COUPLER (IF FLOOR REQUIRED), 6" EMBED SCHEDULE 1/2" GYP. BOARDS METAi6 PER PLAN U 0 PT Ix NAILER Ld AS REQ D. -T:m—g" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 11 2 STORY CONNECTION 1°•1' -mil ALT. UJ/ FIRE RATED FANEL 1/1(011 O.S.B. Fs 1/2" GYP BOARD SHEATHING 7 2x4 STUDS -s >: DECKING PER 1611 O.C. FLOOR NAILING jy Ld SCHEDULE 2x4 BOTTOM PLATE ATTACH 1'' w d' SHEATHING "'I ```®91#1111!1!! � 0>� I �f/i Ill� TO RIBBON`®e®��y` ��o, c BOARD WITH®°.•....,®o• ��.� ®w ad NAILS a L;e®°g ``t. LL o Z C 3" O.C. c+ �'®— ®P�.', ® (�' .'` ®Q Z z CV 1' LuCK du Ec®C) ATTACH 1 >` �.� -� SHEATHINGo Q ATO FLOOR ��o®®•��..®••°°®�� Q WRNS '00000® QVo®�®�" 1 O 1, ad NAILS EVERY 3"a, 1/2" GYP.META1(o PER PLAN O.C. BOARD I PT lx ii'' NAILER AS REQ'D. 811 CMU WALL o CONNECTION `Q w 2 STORY 12 AT CANTILEVER 1"=1l-011 � W � wz � `� �Fz 0 �;:401:4 w z0rPAego 0 z a�ooa o z�W W F O2Ld o� z©W�� 1— O L) t1t LLJ W N a 0 V) I Ld (* NOT USED :2 L o 0 ILIJ O O M 17 W —J Z w Q 0 ) 1-U I 0::) � Q 0-1Jm DESIGN DRAWN � cFG LA CHECKED C FG DWG.N0' 2113707 JOB No. a SCALE AS NOTED DATE 08/15/12 NOT USED � SD3 SHT 5/V' TYPE X GYP. BD. NON -LOAD BEARING FIRE RATED PANEL 1/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), 6" EMBED 32" O.G. ATTACH GYP. BD TO 7 - PANEL WITH (2) Sd PANEL NAILS EVERY 3" D.C. H a � 1/2" GYP. BOARDS METAi6 PER PLAN U 0 PT Ix NAILER Ld AS REQ D. -T:m—g" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 11 2 STORY CONNECTION 1°•1' -mil ALT. UJ/ FIRE RATED FANEL 1/1(011 O.S.B. Fs 1/2" GYP BOARD SHEATHING 7 2x4 STUDS -s >: DECKING PER 1611 O.C. FLOOR NAILING jy Ld SCHEDULE 2x4 BOTTOM PLATE ATTACH 1'' w d' SHEATHING "'I ```®91#1111!1!! � 0>� I �f/i Ill� TO RIBBON`®e®��y` ��o, c BOARD WITH®°.•....,®o• ��.� ®w ad NAILS a L;e®°g ``t. LL o Z C 3" O.C. c+ �'®— ®P�.', ® (�' .'` ®Q Z z CV 1' LuCK du Ec®C) ATTACH 1 >` �.� -� SHEATHINGo Q ATO FLOOR ��o®®•��..®••°°®�� Q WRNS '00000® QVo®�®�" 1 O 1, ad NAILS EVERY 3"a, 1/2" GYP.META1(o PER PLAN O.C. BOARD I PT lx ii'' NAILER AS REQ'D. 811 CMU WALL o CONNECTION `Q w 2 STORY 12 AT CANTILEVER 1"=1l-011 � W � wz � `� �Fz 0 �;:401:4 w z0rPAego 0 z a�ooa o z�W W F O2Ld o� z©W�� 1— O L) t1t LLJ W N a 0 V) I Ld (* NOT USED :2 L o 0 ILIJ O O M 17 W —J Z w Q 0 ) 1-U I 0::) � Q 0-1Jm DESIGN DRAWN � cFG LA CHECKED C FG DWG.N0' 2113707 JOB No. a SCALE AS NOTED DATE 08/15/12 NOT USED � SD3 SHT TOLERANCES: ALL DIMENSION 70 BE HELD WITHIN +- 114" OUTSIDE (2) 2x4's EDGE DISTANCE REFER TO HEADER SCHEDULE FOR HEADER SIZE, # BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A Lii 1" EDGE 1%" EDGE 2y" EDGE PER DETAIL STUD. PROVIDE 48" LAP SPLICE: W/ 3-10d OFJACK STUDS 8 CONNECTOR REQUIREMENTS. 2 COMMON NAILS a ENDS. NAIL PLATES CONT. W/ 10d COMMONS 6 16" O.G. SP2 OR 5P4 EA. STUD OR A5 C Q — SPECIFIED ON THE PLAN z 10aX3" r10dX3" r / Q w s CC—— COMMON Q z - Q z � w INTI � � � 2" I EXTERIOR WALLS: SHEATHING MUST BE NAILED TO w _ DE z FLOOR TRUSS CMU WALL 45 EXTERIOR WALLS, SEE NAILING \ N 1 U 2x's PER DETAIL PER PLAN 2y r 2/4 NAIL JACK STUDS AND FULL I REQ'D PER PLAN PATEERN FOR NAILING 10dX3 cn 7,(6 0S5 DRAFT LENGTH STUDS TOGETHER W/ 10d's GOMMO cn STOP STAGGERED 6 12" O.G. (EACH PLY) COMMON Z � � � � TOP 4 BOTTOM MIDSPAN BLOCKING Zz BETWEEN EA. STUD INTERIOR WALLS: U � OPP. SIDE U UIU APPLY 1/2" GYP BOARD AS 10dX311NEEDED Z IL Q OPP. SIDE 5P2 OR 51=4 EA. STUD OR ASE, --(4) EQ. SPACED O 0- 10dX3" 0 � SPECIFIED ON THE PLAN (I 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD �- OPPM�DE WASHERS) 6" MAX STRAPS TITEN6 (w/ OUT UPLIREQFT (I.E. I E. WALLS CL DISTANCE PER DETAIL FROM TOP AND SUPPORTING FLOOR TRUSSES U BOTTOM ONLY). (SEE CONNECTOR CHART) (2)2X4' s (2)2X(og (2)2X6's �� t� �� IN&IDE FL's' NAILS NAILED AT 8" O/C STAGGE-FRED. OUTSIDE E x WALL s 6 FROM EA. w OUTSIDE NAILS NAILED AT 8" O/C. 2x'g END OF WALL AND •�32 O.C. 0 NOTE: 2-1/2" MASONRY NAILS (HAND 2X STUDS 16" D.C. (2) 2X COLU1" IN••�� I I I OR POWER DRIVEN) 6 16" D.G. MAY PT 2X4 BOTTOM ( J) or ( 4) 2x COLUMN BE USED I.L.O. J -BOLTS FOR WALL PLATE I ' 2X 5U I LT - U1= STUDDRAFT STOP THAT DO NOT CARRY UPLIFT ODETAIL IEXTERIOR/INTERIOR Ffi AME WALL CONDI.COLUMN DETAILS 1 % =1 _� i/4 =1 DETAIL o >: 3/4" PLYWCzD. DEC<Nw DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING SCHEDULE. x/16" OSB 2X LEDGER WALL SHEATHING SPLICE ►r-- TO RIM50ARD W/ TILE ON #15 FELT OVER 5/8" PLYWOOD STUD �� (4) EQUALLY SPACED 1/2" x 4" BOLTS OR 5/S" D.S.B. ON PRE -ENG. TRUSSES ,� I,l 4J d FLOOR SYSTEM \\ 24" O.G. ,® `011;�IIli1/� a . . . . . . . . PER PLAN REFER TD ROOF ®e��®®� N'' II� '��®� N JOINT PLAN FOR o®® �i . / �. DC GYPSUM WALLBOARD ��•• •�� •• ••••�� CONNECTIONS .• vt �' q� �,•. a z c 2X4 BLOCKING PLACED 2x DBL : ca P.;! C� �• cin Z ` TOP PLATE z N LIJ, a Lj PLATW18E (2) 16d NAILS �. REFER TO PLANS V r®� J NAILING PER EACH END ';® �` , �,_ Q SCHEDULE v, '� .• .® � k Q .® • e o s e —VALoo' 0 � p — — — — — — — — — — — — — — — — — � I o. ® R J r.r- -T.I —fir —iT r Ti— -r7'— —i.T- -7:i NOTE: AAO' S —411i ii ri ii ii ri ii l R-30 "w CMU WALL BELOW 1/2" PLYWOOD OR `1/16" O.S.B: TO BE USED AS UPLIFT RESISTANCE INSULATION ALUM. DRIP NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN EDGE FLOOR TRUSS BEYOND TWO STORY FRAME: APPLICATIONS, SHEATHING SHALL EXTEND 1/2" GYP. BD. CLG. 2x4 CONT. a{' L'-;��PRE-ENnINFERED BBON w/ (4) trod v EACH TRUSS (UN.O.) MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" P.T. 2x4 LES -IN � BASE OF SUBFASCIA STRINGERS. FASTEN SD FLOOR BELOW FIRST FLOOR TOP PLT. w/(4) 1/4"x3" TAPGONS EVENLY HDR. AS PER PLAN VENTED Z SPACED -s ALL FRAMED SOFFIT OPEN INGS •--� ,�, O SHEATHING NCS Y. <C w z a NTS p /� W NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN STAIR CONNECTION DETAIL 1/2" _ 1'-0" INSULATION '/a" GDX PLYWOOD � ~ mz O C� � •�-+ OR 1/16" OSB, W W ATTACH PER PLANE --4C) C aco ly DECKING PER 2X4 STUDS Aco 1O.C. azFLOOR NAILING SCHEDULE Oc O G,REFER TO PLANS ^ to •.• <C z�w HW META16 PER a 0 O a � z z PRE - ENG. U m w O O FLOOR SYSTEM PLAN J Z O Ui 0 a REFER TO PLANS 1— C -y c a W !~ REFER TO PLANS FOR EXACT SIZE OF O.H. LAP SIDING f - I'— Q U 2x4 BLOC KS (2) 16d NAILS EA. END. BLOCK ADJACENT BAYS 6 EA. '-4" MAX. Ix P.T. � � �--- � DIAGONAL AS SHOWN. FASTEN ROOF NAILER W SHEATHING TO BLOLLJ CKS w/Sd NAILS i SHEATHING PER PLAN SHEATHING w/ WRAP �i2" GYP. SIE BEAM REFER 6 O.C. CONT. 2X4 Y"; 3 15# FELT DRAINAGE PLANE BD. t0 DETAIL 3 SHS. SD3 SIMPSDN H10A O -f/S" STUCCO THICKNESS '•• "4i .rrrr MU DIAGONAL TO I PREF A os OPENING �.... 6d NAILS BLOCKIN (S) 1 I 4 WINDOW PER FLR. PLAN 2X4'5 6 24" D.G. O PAPERBACK LATH BRACE TO ' BLOCKING I �' GABLE END SHEATHING � '°� O MEMBRANE STRIP COVERING WOOD (/) FASTEN PER PLAN. i oe FRAME/MA50NRY INTE5ECTION UNDER MARBLE SILL PRECAST CONC w I PROVIDE 2x4 BRACE TO '*. EXPANSION JOINT TO EXTEND 2" SILL CO Li EA. ADJ. DIAGONAL FASTEN \—SPLICE A5 REQ'D. I BELOW CMU 1x2 P.T. FURRING � Lf) TO DIAGONAL w/(2) 16d PROVIDE: 2X BLOCKING I 2'- 0 O.C.77 NAILS. 1 �' PLASTIC EXPANSION JOINT FLOOR DRAINAGE PLANE (WRB). R3 IN5UL. BETWEEN = FOR NAILING 2 MESAL OR PL GABLE BRACING 6 48" 2X4 FRAMING OR PRE -ENG. 'k O TRUSS OVERLAP Z -FLASH 3/4" FURR SCRIPS 8" CMU c I^ Z O.G. MAX. 45" FROM - G OVERT. IN V d Q TRUSSES � 24 O.C. MAX. W/ i GROUTED CELL_J HORIZONTAL (+/- 10°) SIMPSON H4 TO LEDGER D 6' i �`• I" FROM TOP OF CMU 1� FULL HEIGHT. SEE BRACE NOT REQUIREc5 W ROOF SHEATHING i y: x4 P.S. NAILER FLOOR PLAN FOR 0 FROM EAVES.f FASTEN PER PLAN. WOOD BASE it LOCATIONS � O M ii 2X4 LEDGER W/ (2) USE (4)104 NAILS FOR 16d NAILS 0 12" CONV. FRAMED MEM. ONLY METAL Z -FLASH SI -1/2" GONG GEMENTITIOUS � = W � (U.N.O.) 5/8 STUCCO OR CEMENTIOUS FINISH V COATING OVER GMU PROVIDE BLOCKING s '`; ----:"--9' :-�.�-------- CMU WALL PER PLAN ° ° w GRADE W BETWEEN TRU66 BAYS ' a 48 O.C. FOR FIRST 3 BAYS ' +. s, ::: NOTE: NUMBERS INDICATE ORDER ITEMS 5/8 STUCCO OVER H2.5 -w EACH TRUSS TO LEDGER r (U.N.O.) SHOULD BE INSTALLED OYER FRAME AND MASONRY/BLOCKI, o � Q Q 5 PLAN FOR SUPPORT AND TIE DOWN of II—I 1=1II—III A �. qb a III— III—III=III EL J pp EE CMU III—III—I I ISI , 4, ,� I 1-1 11— 1=1 I JACK TRUSSES—I I (^I ISI I I "" d I I I=III—III_ DESIGN DRAWN CFG LA *NOTE: GABLES SMALLER THAN S' DO N07 REQUIRE BRACING*** ** 1-1 I(—III i I I —III III I=1 I CHECKED I1=III—III I11.-1 I—I I I� REFER FOUNDATION ��G PLAN FOR FTG. DWG.No. INFORMATION 2113707 JOB No. SCALE AS NOTED DATE 08/15/12 G45L E SND 's FLAT 3/•�" =1'-�" � WITH 05tON HIP fi-' _ � 0 $ SIDING �'D STUCCO 3 = � -0 2 StO�c�'' WALL SECTION I ON �/�. _ � � �SD4 CEILING- W �3 � 3" '_ " " � 9 � � UJ�� SCREED DETAIL FLASHING DETAIL SHT DensGlass- Ultra Shaftliner Area Separation Walls " Georgia^P'aclfic liypsum The Georgia-Pacific. Gypsum Area Separation Wail assembly is designed for use in multi -family, multi -story townhouses as a firewall with atotal height up to 68 feet page 14 Limitations). Because it is constructed using gypsum board the assembly is easy toerect and secure, meets all building code requirements, mants, and Pfow'des economical fire protection and sound control, ntrol, The Area Separation Wall is constructed once the'framing for one townhouse unit is complete and prior to the construction of the adjacent unit: The assembly is constTucted al., the foundation 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 Wall. 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 -- DensGiass' Ultra Shaftliner. Components x4 Wood Framing g 1" DensGlass' Ultra Shaftliner Panel Insulation Min, 3/4" air space between 2" Area Separation Wall and Woad Framing 2" H -Studs 24" o,c, Back-to-back C -Tracks 1/2 DensArmor Pius", r Interra Panel el Aluminum Breakaway Clip p Fire Blocking per Cade The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 2°" aluminum breakaway clips. DensGlass instead of i ' rials consist of a moisture resistant care with coated fiberglass mats front and back Ultra Shaftliner Pa g paper facings like traditional shaftliner panels. DensGlass Ultra Shaftliner panels a.re covered bya. 12 -month in-place exposure limited warranty against delamination, deterioration and deaand a 5 -year limited warranty against martpfaoiuung defects. C Fits Testing and Building oda Compliance The Georgia-Pacific Gypsum Area Separation Wall has been fire tested to ASTM E 119 and CAN/ULC 5.101, The Georgia-Pacific c Gypsum -hour fire -rated Area Separation Wail assembly, constructed using DensMass Ultra Shaftliner panels, is listed by Underwriters Laboratory ryEi, UndarWrters LaboratoriesCanada(ULC) and Wa mock Hersey Intenational WHI/ITS) and meets the requirements af the 2006 International Building CpdeiI Section 705 "Party Woks,` and Sectioncoon 705, "Fre Walls.'The Georgia-Pacific t GYpsum Area Separation Wall assembly is listed inUL Fire Resistance Directory under UL Design U 373, the i 1 -04. For i n N . 1 n Hf fire Reslstanca Directory ander WHI GP/WA 20 a F' Resistance Directory LC De's oW32adtheW ULC Ire Re sac D ec a U /VV y Design ry Gypsum Technical Services at 1-800-225,6119. copies of these listings, Please confiactGeorgia-Pacific yp CAUTION, For inedoatt rs, eafapyr and rare-iraiermatio% 9e N' pR oomiseieigir�a rear latest $pfo r rn7i©n aW ulxate v Technical Service N flim• t M6119 of wwvw,gp9rp•rmc6M 0 3 Georgia•Paclfic DensGiasorm Ultra Shaftliner Area Separation Walls Gypsum System Assemblies — -Hour Ratings HILTI SYSTEM No. W—L-2377 Construction Detail Assembly Components STC Test Reference - Two layers 1" DensGlass' Ultra on UL DESIGN U373 Shaftliner inserted in H -Studs 24" o.c. 0 ULC W312 MNn.3/4" airs ase between liner panels E-+ E- 0 WHI GP/WA 120-03 and adjacent wood or metal -framing. • IF- • V "� •� e • 4 A • p, • a RAL T1.89-383 Two layers 1." DensGlass U373 ry inserted in H^Stole 24" o.c. Min. 3/4" lY If DESIGN space on both sides .must, .be maintained- WHI-GP/WA 120-04 between liner Panels and adjacent n Based o RAL TLB9.383 framing. Ld 77 In Sound Tested with 2 x 4 stud wall Q with 1'/2" DensArmorPlus* interior• panel each side of assembly and 3-1/2" fiberglass insulation in stud, space both sides. 0 Part, Thickness: 3" 38 esti. WHI 495-0743 Nazi Weight per Sq. Ft.: 9.5 Two layers 1" DensGlass Ultra Shaftliner Z inserted in H -Studs 24" o.c. foetal framing covered using 6" wide or 1/2•" J DensArmor Plus Fireguard" Type C Interior Panel or 1/2" ToughflockP, Fireguard"Type C gypsum board. Breakaway clip facings and height of waft differ between UL Design U$73 and WHI GP/WA 120.04. Georglapacific aensWass- Ultra Shaftliner Area Separation Wails rypsum Installation Instructions The Georgia-Pacific Gypsum Area Separation Wail is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from woad: in many cases the area separation wall is positioned 1" away from the wall framing to accommodate the 1" DensGlass' Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated height 120-04 A g P Y a atup to 44' and the WHI/ITS GP/WAlea Separation Well assembly was evaluated at a height up to 68'. Erecting the 2 p " Area Separation Wall 1. Position 2" C,Track minimum 4" from the I li a m 3/ om h framed war of the adjacent unit, Fasten C -Track to foundation with fasteners spaced a maximum of 24" o.c. When specified, apply a minimum 114" bead of acoustical sealant under the. C -Track to maximize acoustical privacy. Run.the C -Track to theandof the foundation: In case of offset units, see 15.under Special Conditions, • 2: Start the wall with a vertical C•Track atone' end. Install two 1" shaftliner panels vertically with either side facing out* into the C -Track at one and of the area separation wall, Install the'H-Stud over the double beveled edges of the shaftliner panels and continue alternately until the wall has reached the opposite end ofthe foundation. Terminate the wall using. a C-Tra& The vertical C -Tracks at each end of the well should be attached in the comers to the horizontal sections of GTrack using a minimum of one 3/8" minimum length pan head screw. *Note., a e some authorities may require labeling to be visible. 3. Ca the first t' I s section of the Area Separation ion Wa I with a C -Track and attach to the vertical C. -Track in t using P P ac the corners us a g minimum of, one 3/8" minimum length pan head screw. 4. Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8"'minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o.o.) and horizontally. an every. H -Stud (24" o.c.). When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 50" 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 WITS Design WHI GP/WA 120-04 Area Separation Wall assembly is specified, the breakaway clipss should be located vertically at eachfloor level (10' " a:c.} and harzontafl an ' every �other - stud (4 8" a.a.1: When the total height oft1e Area Separation Wall exceeds 20'0", breakaway clips ps shall be installed vertically every 8'0" maximum for the !ewer 20"0" and every 107 maximum forthe`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 Sectlon 717.2.1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, Item 8.. li To continue the wall, install a C -Track over the. C -Truck used to cap the lower section, Placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24°' o:c. Stagger back to back C -Track joints a minimum of 12". 7'. If a parapet is not specified, see Special Conditions Item 11 for two codeom liat methods for installing a gypsum board roof underlayment. 8, Once the 2" Area Separation W ll i r a s elected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking. installation is identical; for both sides of the 2'" Area Separation Wall. p Aluminum Angle Clip C -Tru et Cap, Edge H -Brod, 25 -Gauge o or End Closure gf ;r Lw S e. 1 � i, r A" i M { P a dr �l rt >a w r1 4 �z 1 n, A-. 'v e ."✓o�'ran„ ,1" f 2.1/4" 2" . CAUTIOW i'vrpralluo fire, salolyr and use Information, go to gp.coatfsslogl ata. 4- our latest irri'rrrrrxuYion and krrxlaE I: Technical $•none• Nadine 1, 19 0V W%rm9p.WlYSvM.0nrn Georgia4laclflc eypsum Details Full Wall Fire biocking-as required 2 x 4 Stud framing a g Aluminum breakaway 3/8" Pan head screw Sealant --- Ultra Shaftliner Area Separation Roof deck per code requirement Roof truss ack C -tracks -7 screw Acoustic sealant (as required) Joist 2" C -track fastener 24" o.c, 1'" Dens6lass" Ultra Shaftliner panels - -- "a -Sealant, as required Foundation DensGlass- Ultra Shaftliner Area Separation Walls Georgia-Pacific Special Conditions r 1. When an H-Stud°does not align with the adjacentwoad framing, insert blocking between wand framing members and d a ac ttach breakaway clip to blocking using one 1-1/4" drywall screw and to the H -Stud using a minimum of one 3/8" minimum length pan head screw. 2. ifp gare s aP resent between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is spaced greater than 'I" away from the stolid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTERN.Buildirig Systems and Telling industries for modified clips. Additiong al 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 Well is nen-load bearing. The adjacent framed wall can be designed as load bearing 5. The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of wood or steel framing.When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the alumi- num � g n m breakawayclip. u p 6. The support walls Located adjacent to, and on each side of the solid 2" Area Separation Wail protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetics. These: walls can be designed as load bearing and readily accommodate code compi.iant 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 ited 3/4" air space can b eliminated if the metai framing is covered on both fares with 6"wide,e 112" nsArmor Plus e ," T hR k Fire uardT e X or 5 8" DensArmor Plus Fireguard "' T k� l rd's Type i or 5 B ou ac Fire care! Type -Cor 1 au fine Fre ua / / g Fireguard" /2 g g YP 9 g YP Type X gypsum beard strips. The gypsum beard strips are attached with 1 " drywall snows spaced 12 o.c, to the metal framing. This primarily occurs inaccessible attic areas, Atticareas not accessible do not require the 6°" wide gypsum board strips. p Y 4 8. The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of 1" nominal lumber with broken I joints or one thickness of 0.719'" wood structural panel with joints backed 0.719'" wood structural panel or one b e apt p l by thickness of 0,75" particleboard with joints backed by 0.75" particleboard. Gypsum board, including 1" DensGlass'" Ultra Shaftliner and 5/B" DensArmor Plus 'interior panel, bans or blankets of mineral wool or fiberglass or other approved materials installed in it ck. such a manner as to be securely retained in place shall, he permitted as an aaoaptable f ebio (Section 717.2.1 2006 IBC i r without a parapet. 9. The Georgia-Pacific Gypsum Area Separation Wali assembly can be constructed with o wlthou P P 10: At the'ntersectNon of the solid 2'Area Se a ration Wand underside of the structural roof sheathing, cut liner panels Is ai an angle to provide a tight fit to the structural sheathing, The 2" Area Separation Wall is not required to be capped using a C -Stud. Whore the shafthnor panels are not tight to the structural sheathing, apply an approved fireblocking material (see Special Conditions, #B) 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 method. In the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8" Toughl'ck 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 in n arm a continuous The ledgers are attached to the roof foam and f 11 f sheathing and flush with the to of roof framing. . Th d the ran e g p g g g strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation ration Wall should be protected in accordance with the 2006 IBC Sections 705,9 and 712. For specific installation details consult ULcate category XHEZ Through -penetration Firestop Systems. 13. Size and protection of openings in the solid 2' Georgia-Pacific Gypsum Separation Wall shall be in n accordance with the 2006 IBC, Section 705:8. When the Georgia-Pacific Gypsum Area Separation Wail is designed as a Party Wall ("Any wall located an a propertyline between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in the 2006180 Section 705:1.1"are openings o enin s not permitted. 14Far specialized end-use areas, such as bathrooms, the adjacent framed walls can be covered with DensShlaldw Tile Backerekor from Georgia-Pacific in lieu of standard paper-facedgypsum board or fiberglass mat -farad interior panels. 15, An offset occurs when one unit extends past front or back d c of n adjacent nit. The tstuds of the Area Separation W h are not designed for hangingsheathing and cladding so planning 15 required beforeconstructionbegins, There are two ways to deal with the offset. Thefirst option is to pour enough concrete so that the Area Separation Wall and adjacent2x4 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wail to the end of the offset unit, Both scenarios are shown in the Details section of this brochure. CAUTION': forproduct lire, sal and ase ialforimidon, go to up=misaietyiodo, oleo lollop' i@larrnalian and updates: Technical Service Hollins IM,226.g11S or wwwgpgypslam.com - 5' DensGlass*" Ultra Shaftliner Area Separation Walls " Georgia-Pacific Gypsum 71 Details Actio - Adjacent to Trusses* --- 1" DarrsGlass Ultra 5haftiirrdr panels H -stud ._..._ No minimum air space Wood truss 8„ Wide 1/2" DensArmor Plus" Firequard{", Type C panels or ti � it � ardT ,e C r 1 2" Tau !trice F a. u a / g 9 Typo *Only a lies if solid wall is accessible,. y Pp Fi FireguardType Xor 'a `" Tour heart re u It riot accessible, the strips are riot required. +� g q 1" 0ens6lass'Ultra Shaftliner panels Typical Roof Junctioir 1 Layer of 5/8' DensArmor Plus* Type X gypsum panel far as required by codes) --- 1'/2" DensArmor Plus gypsum panel or 1/2" ToughBock' gypsum board I" DensGlass" Ultra Shaftliner panels _ Cauik (smoke tight joint) 2" x 2" ledger strips _� -- Roofing "' Hoof deck 2 HOUR SHAFT WALE ASSEMBLY - INSTALLATION SPECIFICATIONS AND DETAILS SCALE: N.T.S. Breakaway clip Fire blocking Insulation 3/4" Minimum air space Design No. U373 August 19, 2008 Wail hating - 2 Hr (See Items a, 4A and 40) Finish Rating - 120 Min (See Item 4) Ta,4,. i?rd"4" 34 AIR AFF, FMA m i _.._ . AIR L F�,AC*1 I i l # 101 t , t.: , 1�'�r• �a' 9 6""�vd i eI"., .,:�ir'''YV'„^d+ r. r p .x : f. g r I w ^ 6 I l i 2 a A . ...... F , _..., _ 17 _ .. .. _ _ •...,_ ._ _.., .N. ._ _. �A t. ( i N' r f ,.rue 4 ,�Fie SPACE ,f °d1 M ` > ` . 1 .� C'cw:lNHOILI .NTIO' ' E% -p- ;61FT -P-) F l'i&oltf &REA P l iTf a i WAIX QVIL x' ” a „t �r k � 4 l f l n ^v` l i t i �r r ` .. r4., A IR, $1RA(OE t 4 ; DOt;ie t . Wit[ !E AREA SEPARATION WALL: — (Nonbearing, Max Height - 44 ft) 1, Floor, Intermediate or Tap Wall — 2-3/16 In. wide channel shaped with 1 in. long legs formed from No. 25 MSG gaiv steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs — Steel members formed from No. 25 MSG gale steel having "H" - shaped flainges spaced 24 in, OC; overall depth 2-1/8 in, and flange width 1-1/2 in 3. Gypsum Board* -" Two layers of 1 In. thick gypsum wallboard liner panels, supplied In nom 24 In. widths, Vertical edges of panels friction fitted Into "H" - shaped studs. GEORGIA -PACIFIC GYPSUM L L C -- Types TRSL, DGUSL PROTECTED WALL: — (Bearing or Nonbearing Wall, as indicated in Items 4, 4A and 413) 4, Wood Studs ^-• For 2 Hr, Bearing or Nonbeafing Wall Rating - Nom 2 by 4 in.,, max spacing 24 in. QC. Studs cross - braced at midhelght where necessary for clip attachment, Min 3/4 in, separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 1 n -Corrosion 4A. Steel Studs --(As an alternate to Item 4, not shown) —Feer 2 Fir. Bearing Wait Rating protected steel studs, rain No. 20 MSG (0,0329 In., rain bare metal thickness) steel or min 3- 1/2 In, wide, min No, 20 GSG (0"036 in. '�:h th thttk) galry steel or No,. 20 MSG (0.0� in, thick) prtmed 51 Ir ogld=formed, shall be d, i�neo, In accordance with e current-efNitlon of tree Speelfll ation fbr the Deskpn df old-Parrw d` teat U p plral M ars OY'� dila American trop and %eei. Instltu . All deerpn d atlg "Enhanring.th st laurel i � to we`ll ;t fp ,Gyg.l, wlirding gari4J design i t Of'the St s, fan be ass fWtato the stag! mad dasipner r p ducat, sold SOW � k of sit a tide facar�&& 4 ndle Tlw0 Maui s tphdnrd 0Wit,f"#84M aflti silaa nof,4x`easszi ir1:"1 ;Sys at�lt�d tee"i#tltar oral ceiling tracks Mab fi 3/2 In. long Type 5w12 steel screws on trptih Sidaas of S1udS Dr by, waftd or txarr"d connodlons designed in accordance with the AISI specincatlons. Top and bottom trad(,s stlall consist of Steel members, min No. 20 M6G (0.0329 in,, min bare metal thickness) steel or min No. 20 GSG (0.03fr In. thick) galv steel -or No. 20 MSG (0.033 In, thick)primed steel, that provide a sound structural connection between steel studs, and to adjacentassembliessuch as floor, ceiling, 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 mldheight where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall, Finish rating has not been evaluated for Steel Studs, 4B. Stool Studs -- (As an alternate to Items 4 and 4A, for use in Configuration 8 only, not shown) — For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steer, 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 slzey.wlth min- I in. long legs, attached to floor and celiing. with fasteners 24 In. QC max.. Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs, 5. Gypsum Board -- Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically, Wallboardattached to wood studs (Item 4) with 1-1/4 In. long steel drywall nails spaced 12 in. OC. wallboard attached to steel studs (Item 4A or 48) with 1 in. long Type S steel screws spaced 12 In. OC, Vertical joints located over studs, (Optional) Ioints covered with paper tape and joint compound. Nail or screw heads covered with joint compound. 6. Attaahment Clips — Aluminum angle, 0,062 in" thick, min 2 In, wide with min 2 In, and 2-1/2 In, legs, Clips secured with one Type S screw 3/8 in. long to ""H°" studs and with -ane Type W screw 1-1/4 in. iong to, wood framing or steel framing through hales provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high, For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft, and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs, 7, Batts and Blankets* — (Optional, not shown) -- Placed in stud cavities, any glass fiber or mineral' wool insulation, max 3,0 pcf density, taearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies, UL -0373 2 SCALE: N.T.S. HR WALL System No. W—L-2377 E Ratings — 1 and 2 HrSee Items 1 and 3 T Rutin Items 1 and 3 s 1 and 2 Hr �See g L — Rating at Ambient — Less that 1 CFM/Sq Ft L — Ratinq at 4007 — 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 0400 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 S FIED IN THE INDIVIDUAL U300 OR 0400 SERIES DESIGN IN THE UL FIRE PEC I RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. G b E FRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL THE HOURLY F AND T RATIN F THE I O ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. MASTS B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE -NOM 2 IN. DIAM (OR SMALLER) BLAZE R@ 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 DIAM D OF F POINT CONTACT LOCATION, A MIN 1/2 IN. I M BEA LL MATERIAL SHALL BE APPLIED TO THE Fl LL INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS -ONE SEALANT BEARING THE UL CLASSIFICATION .MARK ,2; I F Reproduced by HILTI Inc. Courtesy of Liiiiiiiiiiiiiiiii ;3pS� U O Underwriters Laboratories Inc. Hilti Eirestop Systems June 20 2000 &N Aut Fire Sprinklers, Inc. FIRE CAULK — HILTI SYSTEM No. W—L-2377 JOB No. ee• ••e a io ®®• •• t UP TO 2" CPVC & DRYWALL — 1 TO 2—HOUR 0 PENETRATION SCALE: N.T.S. SCALE: NONE 00203 PROTECTION 2 HR DESIGN DRAWN TJF TJF CHECKED 11111/1/ ♦ 7q1 rr�t LaJ d' O N JOB No. ee• ••e a io ®®• •• t e-- w L.o_I Cn ® • dh • r • W • sZM � C Z Q 0 � O 71 W nC • E-+ E- 0 's I • IF- • V "� •� e • 4 A • p, • a — J • • • • • •09006 6 C W J /�Z' 1 n 114,1 ®♦ tJ DESIGN DRAWN TJF TJF CHECKED TJF/WMR H 0 JOB No. Li" SCALE L.o_I Cn 12/22/10 �J A � O 71 E-+ E- 0 0 O G-. 0,6 Ld W J Z Ld f --- LTJ W Ld 77 In LL Q DESIGN DRAWN TJF TJF CHECKED TJF/WMR H 0 JOB No. 905/117 SCALE L.o_I Cn 12/22/10 �J A � O 71 E-+ E- 0 0 O G-. 0 O H Z DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG,No, JOB No. 905/117 SCALE L.o_I DATE 12/22/10 0 Z 0 0 Z LTJ J 0 rr = 0 LTJ 0 LTJ w-- ® < < < DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG,No, JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SHT OF AD& 5/ MC EX Ar DC PE lus FIRE RETARDENT — TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA POINT W/ 1 LAYER 5/8" TYPE G EA SIDE OF TRUSS 24" BACK -1T BOX FIRE CAULK ALL JOINTS GLASS EXT SHEATHING BETWEEN DCKING, OVERLAP WALL TOP DOF SHEATHING FIRE CAULK PLAN VIEW TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT --, PRE–FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL � 1 HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL S � 6 SCALE: N.T.S. F AND INTERIOR. PARTITIONS, WOOD FRAMED LE. NO. P' 35,10 GENERIC I HOUR 35 to 39 STC GYPSUM WALLBOARD,VwO0D STUDS iFI E SOUND One lay r 51a!" type X gypsum valbeard or gypsum veneer base, led paraillIell Or Let rwt � ..... angles to each side acf 2 x 4, wood studs 24" o -c_ viAth 6Id mated raft,, 17/6" long, 0.0916, shank, 14"heads. 7m o.c. iod is staggered 24"" an opposite sides. (LOAD -13E AaRING) ThItkness. CA" Apprex. V%hd: 7 psf Fire Test; UL R3601-47, 48, 9174 5, — 2" C—TRACK POWER DRIVEN UL sign U309; FASTENER AT 24" O.C. 4,.NlL Rt 3 1,9-1 29, 7-22- , UL Design U314 Sound Test: NGC 2404.,10-14-70 1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (U309) I�SCALE: N.T.S. 2 SD *ATTIC DETAIL -ADJACENT TO TRUSSES I" DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE H—STUD W/BATTEN STRIPS WOOD TRUSS 6" WIDE 112" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) SECTION A -A THROUGH TRUSSES & SHALT LINER SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 2" H–STUD 1" 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. U373 EXTERIOR WALL INTERSECTION DETAIL SCALE. N.T.S. 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) EXTERIOR FACING 2X4 FURRING LAID FLAT AT GYPSUM PANEL PRODUCT24" O.C. MAX. MECHANICALLY AS SPECIFIED 5/8" FIREGUARD TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING STUDS INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER 2" H–STUD Z– 1 " DENSGLASS ULTRA SHAFTLINER EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 OFFSET EXTERIOR WALL DETAIL SCALE: N.Q.S. 2" C–TRACK Noi. o; r � 1 sheafiing afta&ed to concrete: ter (I i * : arldng 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" 7_SIDE OF CENTERLINE OF EIRE WALL STUDS AT ROOF TRUSS (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. AlA X106` :�I1►[E (2) 1 " SHAFT WALL LINER FIRE WALL ULA 0373 PER MANUF'R SPECS 2x4 STUDS @ 16" O.C. W? R1 1 BATT I N S U L. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D --/ 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" 2 STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL ` SWITCHES, RECEPT., PIPES, & ETC 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 K F'R PRE NGINEERED RO E TRU ES AT 24" O.C. 1 /2" GYPSUM CEILING E 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 CEILING BOARD t/) BOTTOM TRACK ON FIRE CAULK BEAD \ LTJnn — 2" C—TRACK POWER DRIVEN z FASTENER AT 24" O.C. o U L Q w w U1rJo �� CQ w USE LIMEROCK AGGREGATE w PER SECT. 721 OF THE FBC w 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER 0 THAT BLOCK TO BE DELIVERED w HAS CORRECT RATING. w � o0 00 TYPICAL FOOTER— SEE FOUNDATION "' "-_ I.1= III IIL Lllvly �— 3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENTIIIIIIIIILLI:IuIillmhll II:II_IIIIILI:IIIIIiIII` REINFORCED WITH FIBERMESH ON [1-171k 111= =111 111 III=: C mil M.B. OVER WELL COMP. SOIL CONCRETE F'c — 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION - DETAIL 1,2,&-3 ON SKEET SD5 2 HR EIRE WALL DETAIL (U373) SCALE. I.T.S. SD6 SHT OF t/) LTJnn U L a Z U1rJo �� CQ Z Qzowcn �- M, 0 w � o0 00 cn cn ® c C/-) J �c� LLJ J Q� � 0 — —fnj U a Z Lj QO Ldw a w V, LL SD6 SHT OF t/) LTJnn O Z Z 0 o0 Z cn ® c C/-) J O — —fnj Z Lj a W QZL�I In :2 ® : DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD6 SHT OF STEP 1 STEP 2 CORNERS AND FRONT EDGE OF THRESHOLD STEP 3 STEP 4 INSTALL 6" WIDE r� SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME O n. �1 EXTEND SELF -ADHERING ! MIN MEMBRANE FLASHING 1 MIN BEYOND JAMB FLASHING STEP 6 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45^ ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSE OVER SHEATHING STUD WALL EMPORARILY OLD -UP & SEC OUSEWRAP (OR UCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 NSTALL SELF -AD MEMBRAI FLASHIN( NAILING ALIGN FLASHING W/ INT. EDGE Of SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAII STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR at SILL. EXTEND FLASHING FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD WINDOW APPLY �" NOM. - .ONTIN000S BEAD OF ;EALANT AT JAMBS SND HEAD or APPLY 0 BACK OF WINDOW JAILING FLANGE IN .INE W/ 'RE -PUNCHED HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS I' WIIINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARMI SEALANTS/FLASHINGS MAY REACT ADVERSELY IF N07 COMPATIBLE. HEAD INSTALL 6" WIDE \ i SEAL WINDOW FRAME TO SELF -ADHERING EXTEND INSIDE OF R.O. W/ MEMBRANE�`.SELF-ADHERING E SEALANT AT SILL AND A FLASHING OVER MEMBRANE FLASHING MIN 12" UP BOTH JAMBS NAILING FLANGE Al1'• MIN BEYOND JAMB TO FORM A BACK DAM. JAMBS FLASHING i �1" I' I. SEAL BALANCE OF FRAME i' MIN „ 1%! WITH SEALANT OR 4: NON -EXPANDING FOAM (PROVIDE BACKER ROD 3! WHERE REQUIRED) I � t I I: EXTEND MEMBRANESELF-ADHERING FLEXIBLE FLASHING I FLASHING MIN 1" BELOW f SILL FLEXIBLE FLASHING s. at SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 6 STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N. T. S. 5 OPENING FLASHING DETAILS SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION -- OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) FINISH SECOND FLOOR PROVIDE CONTINUOUS J' OSB SHEATHING TO EXTEND d4� DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS ?' OSB SUBFLOOR GLUED & SCREWED —� 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES ° l a BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTIT10US APPLICATION. Ila CONNECTIONS (}" NOMINAL THICKNESS) j" a.,71 ga+ zz l J" PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT l `. INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. x1j" PRESSURE TREATED STRAPPING ® 24" O.C. R-1.10) T -NAILED INTO BLOCK. INTERMED ATE WALL SECTION SCALE: N.T.S. ALUM. DRIP EDGE SET I PL'g ROOF CEMENT & NAILED OVER j"x1j" BLOCKING PREEN. ALUM. FASCIA _ VENTED SOFFIT. nNISH GRADE %a � CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. Ism` 'MR d a 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. SPHA OSHINGLES OVER FELT PAPER ON OSB SHEATHING CLI TOATHING WITH "H" CLIPS &ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ Bd GUN NAILS ® 6" O.C. PROVIDE 0.0021n POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONIC. 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" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) I. 33" POURED CONCRETE SLAB ON VAPOUR BARRII FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION SCALE: M.T.S. ROOF CONSTRUCTION ATTIC VENTILATION (FBC-R8061 ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH "H" CUPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Bd GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 0 1 D.C. EAVE IN UPPER PORTION OF ATTIC SPACE, r: 0 BOND BEAM FULLY GROUTED & REINFORCED (SEE I.P TOP OF WINDOWS C•— Q STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & D I UPLIFT REQUIREMENTS) INSULATION BAFFLE BETWEEN I I j T,` I 1 : REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. 0 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS Li l I DRAWINGS) Ld INSTALL 6" WIDE INSTALL WINDOW PER WINDOW MANUFACTURER'S O j SPECIFICATIONS & INSTALLATION INSTRUCTIONS W HOLD UNDERLAYMENTIN PLACE UNTIL COVERED BY00 \N SELF -ADHERING W PER FBC-RES R613.6 & R613.7.5 7I� SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. 2 MEMBRANE FLASHING FOLD HOUSEWRAP{ i I INSTALL DOOR PLUMB, DRIP AT EAVES. PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW OVERLAPPING DOOR FRAME IN AND AROUND I, .1 I LEVEL AND SQUARE PER ACTUAL WALL THICKNESS Ila FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) JAMBSI INCLUDING STRAPPING, I MANUFACTURERS INSIDE AIR FILM (R-0.68) DRYWALL & J" CEMENTITIOUS J"x1�" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) F.:: FINISH = 9 I I WRITTEN INSTRUCTIONS 8" CONC, MASONRY UNIT WALL (R-1.11) i I I ; \N• OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) - (R-1.00) SET THRESHOLD IN SEE STRUCTURAL ENGINEER'S F/17 TOTAL R -VALUE = (R-8.61) . ji" ..: .;I:..:. OF SEALANT. E p\�Ct1 RDo CONSTRUCTION DETAILS \ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER TOP OF BLOCK APPLY SEALANT AT CLEANOUT OPENING FOR EACH GROUT CELL STEP 2 CORNERS AND FRONT EDGE OF THRESHOLD STEP 3 STEP 4 INSTALL 6" WIDE r� SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME O n. �1 EXTEND SELF -ADHERING ! MIN MEMBRANE FLASHING 1 MIN BEYOND JAMB FLASHING STEP 6 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45^ ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSE OVER SHEATHING STUD WALL EMPORARILY OLD -UP & SEC OUSEWRAP (OR UCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 NSTALL SELF -AD MEMBRAI FLASHIN( NAILING ALIGN FLASHING W/ INT. EDGE Of SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAII STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR at SILL. EXTEND FLASHING FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD WINDOW APPLY �" NOM. - .ONTIN000S BEAD OF ;EALANT AT JAMBS SND HEAD or APPLY 0 BACK OF WINDOW JAILING FLANGE IN .INE W/ 'RE -PUNCHED HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS I' WIIINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARMI SEALANTS/FLASHINGS MAY REACT ADVERSELY IF N07 COMPATIBLE. HEAD INSTALL 6" WIDE \ i SEAL WINDOW FRAME TO SELF -ADHERING EXTEND INSIDE OF R.O. W/ MEMBRANE�`.SELF-ADHERING E SEALANT AT SILL AND A FLASHING OVER MEMBRANE FLASHING MIN 12" UP BOTH JAMBS NAILING FLANGE Al1'• MIN BEYOND JAMB TO FORM A BACK DAM. JAMBS FLASHING i �1" I' I. SEAL BALANCE OF FRAME i' MIN „ 1%! WITH SEALANT OR 4: NON -EXPANDING FOAM (PROVIDE BACKER ROD 3! WHERE REQUIRED) I � t I I: EXTEND MEMBRANESELF-ADHERING FLEXIBLE FLASHING I FLASHING MIN 1" BELOW f SILL FLEXIBLE FLASHING s. at SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 6 STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N. T. S. 5 OPENING FLASHING DETAILS SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION -- OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) FINISH SECOND FLOOR PROVIDE CONTINUOUS J' OSB SHEATHING TO EXTEND d4� DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS ?' OSB SUBFLOOR GLUED & SCREWED —� 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES ° l a BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTIT10US APPLICATION. Ila CONNECTIONS (}" NOMINAL THICKNESS) j" a.,71 ga+ zz l J" PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT l `. INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. x1j" PRESSURE TREATED STRAPPING ® 24" O.C. R-1.10) T -NAILED INTO BLOCK. INTERMED ATE WALL SECTION SCALE: N.T.S. ALUM. DRIP EDGE SET I PL'g ROOF CEMENT & NAILED OVER j"x1j" BLOCKING PREEN. ALUM. FASCIA _ VENTED SOFFIT. nNISH GRADE %a � CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. Ism` 'MR d a 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. SPHA OSHINGLES OVER FELT PAPER ON OSB SHEATHING CLI TOATHING WITH "H" CLIPS &ANCHORED TO APPROVED ROOF TRUSSES @ 24"O.C. MAX. W/ Bd GUN NAILS ® 6" O.C. PROVIDE 0.0021n POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONIC. 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" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) I. 33" POURED CONCRETE SLAB ON VAPOUR BARRII FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION SCALE: M.T.S. ROOF CONSTRUCTION ATTIC VENTILATION (FBC-R8061 ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH "H" CUPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Bd GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 0 1 D.C. EAVE IN UPPER PORTION OF ATTIC SPACE, `�y p 0 BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS C•— Q STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & D I UPLIFT REQUIREMENTS) INSULATION BAFFLE BETWEEN j REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS Li I DRAWINGS) Ld OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO 7> INSTALL WINDOW PER WINDOW MANUFACTURER'S O j SPECIFICATIONS & INSTALLATION INSTRUCTIONS W HOLD UNDERLAYMENTIN PLACE UNTIL COVERED BY00 \N z W PER FBC-RES R613.6 & R613.7.5 7I� SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. 2 i GROUND FLOOR DRIP AT EAVES. PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o I }" PAINTED DRYWALL (R-0.45) ACTUAL WALL THICKNESS Ila FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & J" CEMENTITIOUS J"x1�" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH = 9 T -NAILED INTO BLOCK, 8" CONC, MASONRY UNIT WALL (R-1.11) \N• OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) - (R-1.00) NPSC\F.5 SEE STRUCTURAL ENGINEER'S F/17 TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION \ E p\�Ct1 RDo CONSTRUCTION DETAILS \ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER TOP OF BLOCK CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE PROVIDE MIN. R19 BATT INSUL. DRYWALL CEILING 4 c FINISH GRADE u ° 4 co o PLASTER SKIM COAT OR ° z r- PAINTED FOUNDATION WALL d� 3j" CONCRETE SLAB ON 6 MIL. ARIES POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING, (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) PROVIDE 0.0021n POLYETHYLENE FILM OR #15 FELT I T U/S OF SOFFIBETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES ALUM. DRIP EDGE SET IN PLASTIC ROOF CEMENT i BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 b NAILED OVER rx1r1,-0" - REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" BLOCKING �. INTO BOND BEAM. (SEE STRUCT. ENGINEER'S .d a CONNECTION SCHEDULE) _ TOP OF WINDOW PREFIN. ALUM. FASCIA & .e9�"'" VENTED SOFFIT. PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH i CEMENTITIOUS FINISH (PER ELEVATION) 2 8 U FINISHED TEXTURE COATING PER BUILDER #5 VERTICAL REBAR IN CONIC. FILLED CELL PER STRUCT, g�, " SPECIFICATIONS OVER PRIMED 3 COAT '" ENGINEERS DRAWINGS W/ MIN. 25OVERLAP, TIED TO c d CEMENTITIOUS APPLICATION. CONT. ROD IN FOOTING & BOND BEAM NOMINAL THICKNESS) ° 0 3 TYP CAL SAVE D ETAI L SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS ��pN DESIGNS & STRUCT. ENGINEER'S FRAMING SEL ��wP SPECIFICATIONS)OF vPR�Es ALUM. DRIP EDGE OVER r...- - ..� R� INSULATION BAFFLE j"x1j" OVER 1�"65" SPR. BETWEEN EACH TRUSS FASCIA ATTIC TOP OF PLATE PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT" DRYWALL CEILING D TOP OF WINDOWS SEE STRUC GI S P 3 SD7 (4- �-)_ D7 FINISH SECOND FLOOR TOP OF C.M.U. WALL T. EN NEER MCP FOR CONNECTION REQUIREMENTS VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR J" PAINTED DRYWALL 121"x3j" STUDS ® 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) A" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (6" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR jRrSSES FLOOR TRUSS LAYOUI - TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. ®�®`WL111 � 141►5w O {e®O•e0*1ep1 ease !. Us 0 04 O e 6 ___I < ® ee0 ®ee'a7� Q _J O Y L- `�y p 0 BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS Q STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & D I UPLIFT REQUIREMENTS) AT14 O-Q� cep j REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S Li I DRAWINGS) Ld j INSTALL WINDOW PER WINDOW MANUFACTURER'S O j SPECIFICATIONS & INSTALLATION INSTRUCTIONS W z W PER FBC-RES R613.6 & R613.7.5 7I� i GROUND FLOOR PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o I }" PAINTED DRYWALL (R-0.45) ACTUAL WALL THICKNESS Ila FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & J" CEMENTITIOUS J"x1�" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH = 9 T -NAILED INTO BLOCK, 8" CONC, MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S F/17 TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION \ CONSTRUCTION DETAILS \ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE 4 c FINISH GRADE u ° 4 co o PLASTER SKIM COAT OR ° z r- PAINTED FOUNDATION WALL d� 3j" CONCRETE SLAB ON 6 MIL. ARIES POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING, (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. ®�®`WL111 � 141►5w O {e®O•e0*1ep1 ease !. Us 0 04 O e 6 ___I < ® ee0 ®ee'a7� Q _J O Y L- V) Ld0 7F Q3-- 0 ® � DO Z V) ® V) IBJ (� 0 LLJ ® o �O U � ) z L(Yp w r ry Q In 12®:2 DESIGN DRAWN TJF TJF CHECKED WMR/TJF DV/G.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD7 SHT 0F `�y p 0 Q Fri FE-(0—D cn m D Z PC^� AT14 O-Q� cep `!� Li D 0a`�WE-+� Ld r O W z W V) Ld0 7F Q3-- 0 ® � DO Z V) ® V) IBJ (� 0 LLJ ® o �O U � ) z L(Yp w r ry Q In 12®:2 DESIGN DRAWN TJF TJF CHECKED WMR/TJF DV/G.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD7 SHT 0F UL U338 1 HOUR RATED NON-LOADBEARING PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER J" 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) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF -------------- - TOP OF PLATE 5/8" TYPE ' DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD _ DO NOT VENT OR PENETRATE SOFFIT 4 SD6 Q\�GN � PRIES S RpOF INSULATION BAFFLE BETWEEN EACH TRUSS X� ATTIC PROVIDE MIN. R19 BATT INSUL. & �" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED 0309 EXTERIOR r IrCt MALL 00 SEE SHEET SD6 " TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) g" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP, (g" NOMINAL THICKNESS) FINISH SECOND FLOOR 16" DEEPOPEN WEB FLOOR IRUSSES P FLOOR TRUSS LAYOU TOP OF C.M.U. WALL BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL, PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE q a ° d' 4 x (1. FINISH GRADE 10 ° o00 d d C) PLASTER SKIM COAT OR a _! PAINTED FOUNDATION WALL 4421° 3�" CONCRETE SLAB ON 6 MIL. ARIES POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 4 1 HOUR EXTERIOR WALL SECTION (TYP) SCALE: N.T.S. e WOOD BUSSES, GYPSUM WALLBOARD Base layer s/s" type X gypsum wallboard applied at right angles to wood roof trusses 24" O.C. with 11/4" Type W or S drywall screws 24" D.C. Face layer Ste type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17h" Type W or S drywall screws 12" o•c, at joints and Intermediate trusses and 11W 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 VR" wood structural panels applied at right angles to trusses with bid nails. Appropriate roof covering. 7' Oo- p-- Approx. Ceiling Weight: 5 pat UL DETAILS Fire Test: IT FC 172, 2-25-72; Ars, B-6-98 a- a De4V N& U301 Bewing Wall RAL - 2 HR Finish R 1ing - 66 Min. Whenused is ex t~ dots 4 :y tips= bowd lira 6e it a1'Ledl 1 orizoa 1lr:. UL DESIGN U338 PYtgn Ns. U22S September 15, 2010 R macho kq attesting Well ResOng -I NR. (6«02end2A) Anisic Rating - Ona Lare r of W.UbMrd - Mn. 20 Man. TWO layers atw ilboard - Min, 59 Him Lod RWWWMd for anWMn APPIMMIM -gees dUWW OW OK 4 go H DRIZ 2a ONTAL SECTION 1. Wand Nude - Nom 2 by 3 W 2 by 4In., Rat wNe, opeced 24 In. O.C. max, aReUlvaly finatupped. 2. Gypsum tmrde - Por Nonbearing Well rating - One layer of 5/91n. thick, gypsum board secured to each ride of aod0. Gypsum board applied mraca horizontally or vertically, unless specified below, with vel Joints nteon studs, tuds, and rated TOstuds and been.. plates 7In. O.C. with 6d comant rooted nails, 1-7/81n. long, 0.0915 In. shank them and 1/4 in. dlem had. As an aftemate, No. 6 bugle had drywall screws, 1-7/0 In. long, may be substituted far the ad camera costed nage. 2B. Gypsum Beard* - (As an alternate to Item 2, not shown) - For NonbaarlrIg Well rating - Any 5/81n. thick gypsum panels supplied by the Classified Companies IleW below shown Gypsum Board* (CKNX) category. Applied horizontally or vertically and attached to sterna and bearing plates with 1-1/41n. long Type W tonne thread gypsum panel Mosel smanes; spaced a max B In. OC, with last screw 110. from edge of board. When wed In mdths other than 481n., gypsum board to be Installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM Co UNI MEXICO 8 A DE C V 2C. Gypsum Board* - Sands as Rem 2B. For Beating Well rating - Additional layer of 5/81n. thick, 4 R wile wallboard each side of assembly. Attached tostuds over Inner layer 8 In. O.C. max with 1-7/8 In. long Type W morse thread gypsum panel steel screws. CANADIAN GYPSUM COMPANY ur4mp BTATM O sum CO DSS MEXICO 8 A DB C V - 2D. Gypsum Seattle - (As an altamato to Item 2, not shown) - For Nonbearing Wall rating - 5/8 In. thick gypsum panels Opp kid 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 in., gypsum board to be In"lod horizontolly. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINT7OU GYPSUM INC - ProRoc Type C or ProRoc Type X CERTAINTIID GYPSUM CANADA INC - P.R. Type C or ProRec Type X TEMPLE-INLAND - Type TG -C 2E. Gypsum Dowd* - Same es Item 2D. For Bearing Well rating - Additional layer of 5/8 In. thick, 4 R With waliboerd each side of l bly. AtteUled to studs Over Inner layer 8 In. O.C. mea With 1.718 In. 10og Type W coarse thread gypsum panel steel straws. AMERICAN GYPSUM CO - Types AIX -1, AG -C CERTAINTIED GYPSUM INC - PMRW Typo C or ProRoc Type X CIISTAINTEW GYPSUM CANADA INC - ProRx Type C or ProRoc Type X TINPLI-INLANP - Type TG -C 2F. Gypsum Board* - (As an alternate to Item 2, not shown) - For Nonbearing Well rating - 5/81n. thick gypsum panels, with square edges, applied either horizontally w vertically. Gypsum panolo fmtened to framing With 1-1/41n. long Type W coarse thread gypsum panel steel strawm s spaced a ax 8 In. OC, With lest 2 escrows 1 and 4 In, from edge of board or nailed as deKdbed In Item 3. When used In wWft of other then 48 In., gypsum boards are to be Installed horizontally. TEMPLE-INLAND - GmenGlass Type X. TIMPLI-INLAND - Type X COmfortGuard Sound Deadening Gypsum Board. 21. Wadi and Pertains Pacing* and AgnmorlaN - (As an alternate to Items 2 through 2H) - NOMInel 5/81.. thick, 4 R wide panda, applied vertically and secured as described In Item 2 or 2A. SERIOUS MATERIALS INC - Types QuletRock ES, Quledtock 527 3. Joints and NMI Meads - Gypsum board joints of outer layer covered with Paper tape and Joint compound. Nail hinds of outer layer cowered with joint compound, As an alternate, nmrl 3/32 In. thick gypsum Warner Plaster may be applied to the entire surface, of Classified veneer baseboard with joints reinforced with paper tape. 4. BMus and Ilmnkms* - (optional) - Max 1 in. thickness glass or mlrrenl fiber batt Insulation. See Batts and Blankest* (BZ Z) category for names of Classified mmpeoles. 4A. PIMr, Sprayed* - As an aRemate to Batts and Blankets (Item 4) - Spray applied callulom material. The fiber Is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the producL Nominal dry density of 3.0 Ib/RS. Alternate apPIWAlon method: The fiber Is applied Halt U.S. Grcanfiber LLC Type AD10O hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parte fiber to completely fill the enclosed cavity In accordance with UM application InstNictlons supplied with the Product. Nominal dry density or 2.51b/R3. U 8 GREENPMSRR L L C - Comoan2 Stabilized or Cocoon-FRM (Fire Rated Material) 4B, Plhar, Sprayad* - As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied celluldse InsWOOon material. Tha fiber Is applied with water to Interior surfaces In amorclance with the application Instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density Of 4.3 pounds per cubic R. NWWOOL CO INC - Callukee Insulation 4C. MMrr SprayW e - As an altemete to Betts and Blankets (Item 4) - Spray applied allulose liber. The fiber Is applied with water to completely fill the enclosed cavity In accordance With the application Instructions supplied With the product The minimum dry density shall be 4.30 Ibs/RJ. INTIRNATIONAL CELLULOSE CORP - Celbar-RL wring the UL Classification Mark 7 UL DETAILS UI_ DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH ° L1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING 3 CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE L]::� PORCH OVERHANG DETAIL SDS SCALE: N.T.S. 2x4 P.T. FRAMING AT 16" O.C. I 1 FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF O O . 1 I II O - - O _ _ e _ - o. o G CIO o . - - o SD8 LVL BEAM 3 2 LAYERS 5/8" TYPE "X °.. DENSGLASS MOISTURE 2 LAYERS 5/8" TYPE "X" DRYWALL INSTALL AND FASTEN PER RESISTANT EXTERIOR UL DETAIL U301 THIS SHEET SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR 1 HOUR RATED GA FILE NO. RC2602 PENETRATE SOFFIT 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PRE -FINISHED ALUMINUM PORCH CEILING SOFFIT AND FASCIA TO MATCH CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL .(a� SDS SCALE: N.T.S. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2x4 P.T. FRAMING / 2 LAYERS 5/8" TYPE "X" DRYWALL INSTALL AND FASTEN PER UL DETAIL U301 THIS SHEET LVL BEAM 3 1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING TYPICAL PORCH OVERHANG DETAIL �� SCALE: N.T.S. 7' Oo- p-- Z � a- ry U C/� O 0 O W U U U W W Lel W W U-1 12:� ry cl� I- a--- H- U U U W d- ofp O ® A i : Z r®ta e ®vs ® z C,4 W tee asp 6 f •G.y ®®®' 00®®o�oprlra0rory � O ,:r® i' i`�' a V © r( wiz � W Z E- i!� asses ry E~ z O� A C)oa (� :.4 E. z C.) 41 0 4 O F-- �0WCQ<I L) W Ld r In J I 0 W 0 r Z Q ® uu Z p /� V N ® C W J 1� 0 1= 0 W 0 }- U W Z W 0 ® _J V) n Q 01" Q I D C :2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/04/11 SD8 SWT OF