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1052, 1056, 1060, 1064, 1068 Laurel Ridge Ln (a)
DRAWNG NDEX SHEET NO. C-1 BC1 BC2 BC3 BC4 BC5 BC6 1.1A 1.2A 1.3A 2.1 B 2.2B 2.313 3.1 A 3.2A 3.3A --._ ..4.1 A 4.2A 4.3A 5.1 A 5.2A 5.3A S1 S2 S3 --. S4 S5 S6 SD1 SD2 SD3 SD4 SD5 SD6 SD7 SD8 E-1 E-2 E-3 E-4 E-5 E-6 M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 DESRIPTION COVER, INDEX, REVISIONS, NOT USED BUILDING COMPOSITE FIRST FLOOR PLAN BUILDING COMPOSITE SECOND FLOOR PLAN BUILDING COMPOSITE FRONT AND REAR ELEVATIONS BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BUILDING COMPOSITE ROOF PLAN UNIT TPTH05EA FLOOR PLANS AND DETAILS UNIT TPTH05EA ELEVATIONS AND DETAILS UNIT TPTH05EA BUILDING SECTION AND STAIR DETAILS UNIT TPTH01 B FLOOR PLANS AND DETAILS UNIT TPTH01 B ELEVATIONS AND DETAILS ------------ UNIT TPTH01 B BUILDING SECTION AND STAIR DETAILS UNIT TPTH03A FLOOR PLANS AND DETAILS UNIT TPTH03A ELEVATIONS AND DETAILS UNIT TPTH03A BUILDING SECTION AND STAIR DETAILS UNIT TPTH02A FLOOR PLANS AND DETAILS UNIT TPTH02A ELEVATIONS AND DETAILS UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS UNIT TPTH05EB FLOOR PLANS AND DETAILS UNIT TPTH05EB ELEVATIONS AND DETAILS UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS STRUCTURAL NOTES FOUNDATION PLAN DOWEL LAYOUT PLAN FLOOR FRAMING PLAN ROOF FRAMING PLAN LINTEL PLAN - FOUNDATION DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS FIRE SEPARATION WALLS AND DETAILS ARCHITECTURAL WALL SECTIONS AND DETAILS FIRE SEPARATION WALLS AND DETAILS ELECTRICAL NOTES AND SCHEDULES UNIT TPTH01 ELECTRICAL PLAN, PANELS NOTES UNIT TPTH02 ELECTRICAL PLAN, PANELS NOTES UNIT TPTH03A ELECTRICAL PLAN, PANELS NOTES NOT USED UNIT TPTH05EB ELECTRICAL PLAN, PANELS NOTES MECHANICAL LEGEND, DETAILS AND SCHEDULES UNIT TPTH01 MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH02 MECHANICAL PLAN, PLUMBING RISERS UNIT TPTH03A MECHANICAL PLAN, PLUMBING RISERS NOT USED UNIT TPTH05EB MECHANICAL PLAN, PLUMBING RISERS NOT USED NOT USED PLUMBING DETAILS AND SPECIFICATIONS Y MATTi%MY LOCH LAKE TOWN HOMES SANFORD, F ORIDA OTS *THRU *ato Construction Documents & Project Coordination TF Design, Inc. ■ 6685 Arroyo Dr. DESIGN Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: tfrost@t-f-design.com REV # 00 R E V � -0 N S_ &—ELEV05A' ��/ ELEV.U1B' (REV.) � ELEVp A' �/ FPEV02A' ClON—L—F3 (REV.) Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4B4 TEL: (416) 322-6334 info@quadradesignstudios.com Structural Engineer of Record �ilo�7ii (��li� if DLJ Com°° MONTA CONSULTING & DESIGN of WMR AND ASSOCIATES, INC. Cert. of Authorization No. 9177 222 S. Westmonte Dr. Suite 100 Altamonte Springs, FL 32714 TEL: (407) 681-1917 Builder & Owner MATT"Y0-1 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 GENERAL DESIGN CRITERIA - - NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR DATE DESCRIPTION EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING 000E 07/14/11 ISSUED FOR PERMIT T FBCR 2007 EDITION WITH 2009 AMENDMENTS. _. OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 5B DESIGN LIVE LOADS (MINIMUM) A) FLOORS - 40 PSF - B) BALCONIES - 60 PSF - C) DECKS - 40 PSF _ D) STAIRS - 40 PSF E) ROOFS - 20 PSF MEP Engineer of Record DDC Engineering, Inc. 4083 South U.S. Highway 1, Suite 101 Rockledge, FL 32955 TEL: (321) 633-4522 - - WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1) BASIC WIND SPEED = 120 MPH ( 3 SECOND GUST) 2) WIND IMPORTANCE FACTOR = 1.00 - BUILDING CATEGORY = II 3) WIND EXPOSURE (ALL SIDES) = B 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS ---- - - -- --- SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: _._ FOR WALL LOCATIONS: (-) 35 PSF, (+) 26 PSF FOR ROOF LOCATIONS: (-) 65 PSF, (+) 11 PSF SANFORD BUILDING DEPT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPT[ --D FOR PERMIT. A PFRMIT ISSUED SHALL BE CONSTRUE 7 T -, SF. A t CF..NSF_' TO PROCEED WITH THL'. W )H q r NOT P'S AUTHORITY TO VIOLATE, CA1.117r_L. .LT P Or.! rLT A.,IOF ANY OF THE F'i2oVISIONl= ,F -I'C--F,—HN?CAL<'ODI-S. NOR.S',HALL ISSUiACcC C?P A F'_R!017 PkR._VENT THS: c"3UILDING DEPT rRO.r4 T E F;aFT* f Ri GUIRII G. A CORREC- TIC)N OF Fm' :0.'2 GJN -1 HE PLAN_;, CONSTRUCTION CM OTHER VIOLA, i tUNS OF THE S:ODES, OFFICE L N CY) c) O °```���►rliei�i�'`� 00 r. qqt U) ti N "it m O O U M = :3 M J ' C O+= LL 0) > � oo� U) X �� M z E- �: N RS CL I� O CZ W C-CZc(0CM aN N 0 c) = C J It C LU W C N F- U- O N i c) °```���►rliei�i�'`� E IZ ti N "it m O U 0~C � = M �Zw J 0 O+= J g N � oo� a X �� M z E- �: t Cl) W C-CZc(0CM W J 0 .� O ao I-- � o W C N N W cc L =0M C'O _ ' CO o Z Un @� = j O co r cc Q Cr w Cl) O J W a o Q Q N Z F— .� SHT 1 OF 20 C-1 W V o� �e 2; CC LU 0 N i c) °```���►rliei�i�'`� o IZ ti r-LLJ 16 0 C; d Q �Zw J �•; 70 J g � oo� o M z E- �: SHT 1 OF 20 C-1 W V o� �e 2; CC LU 0 N i U o I�.J1 W z o Wzh� E� �Zw I V) �El I,z� � oo� o M z E- �: (n Ho W ��� W J x A-' 00 ao I-- 0 W � W z _ ' Un O C1✓ SHT 1 OF 20 C-1 W V o� �e 2; CC LU 0 N U E� J M (n Ho 00 ao � z L d O C1✓ ~ = W � a Q Q Q J � nnnn w S;U � `d00 CL :2 _J J DESIGN DRAWN _QUADR TJF/AT CHECKED WMR DWG.No. JOB No. -- 905/117 SCALE AS NOTED DATE 07/14/11 SHT 1 OF 20 C-1 W V o� �e 2; CC LU 0 a I Lf a PFR PITY nF nPl Minn I ANn hP\/Pi nPAAFNT 102'-0" TPTH05E TPTH01 TPTH03 '���� TPTHO� C 7 9 9 7 - 9 7 9 7 E��V. A \�_; E�_EV. Q (REV.) EEEV. A EEEV,A FOR FLOOR PLAN NOTES, DWEN SIONS AND DETAILS SEE INDIVIDUAL_. UNIT PLAN SHEETS 't� -5- U N I T BUILDING -7 FIR. --'T FLOOR PLAN PLAN 3/1699 1'-0" ETPTH05E ) ELEV. 'B' (REV.) WALL SYMBOLS LEGEND INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS z O u En uj 0 Lij W W 2 cn m M LLQ 0 0 O I� Lei "t O Wed •., W 0 U] ••• ti�-. O C>~ Q Lf r 0 :?Z Z `--� O Wwzz <� (� ��AA ��/'A 1 O W �� `` � Lij W W 2 cn m M LLQ 0 0 O DESIGN CHECKED DWG.No. d C:) Wed � z 0 U] O� O C>~ Q Lf lc-:) w �--- Wwzz <� (� 1 W Q ) O �u9— = C/-) In �®® DESIGN CHECKED DWG.No. DRAWN JOB No. SCALE AS NOTED DATE SHT OF BC -2 d C:) Wed c\j Q ~O U] O� O C>~ Q OFr r lc-:) ooa Wwzz c Z0 C`t� DRAWN JOB No. SCALE AS NOTED DATE SHT OF BC -2 I 20'-11 1" ,)n'_n" ,)n,—n" 20'-11 4" � TPTH05E _ ELEV. D TPTHOI E�EV. ,B' (REV.) air (L9 �TPTH02 ELEV. 'A' FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS zL PENETRATIONS THROUGH U373 SHAFTEINER PARTY WALL_ MUST COMPLY WITH DETAIL_ 1/SD`s 0 EOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 5 l:NI1' BUILDING -7 SEU"OND FLOOR 1 91 3/16 = V-0 PLAN 10 TPlH05E DELEV. 'B' (REV.) �WALL SYMBOLS LF-GE:ND ® INDICATES 2 HOUR PARTY WALL - SHAFT LINER SYSTEM UL U373. INSTALL PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1/SD6 INDICATES 1 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE ALSO WALL SECTION 4/SD8 w Q 0 z O_ I --- n ry U to w M �( w o :.� :r + e ��Q 5•w `� a 00 zcQv pO __jje o ' -j Z o Z- 0J u Ir w vi L Lj I- m J � o �Qo�w CO rn LL �- c) W o Z- 0J N w vi L DESIGN CHECKED DWG.No. JOB No. DATE N UD L3 pwco I- m �wzcn � o �Qo�w CO 7F E-qU)"E-z� 1 � O c z 0 d 0 L)C9 cnZ� 1 LLJ D ry = LLJ �QQ0 Lj cn u F-- oa 500 DESIGN CHECKED DWG.No. JOB No. DATE DRAWN AS NOTED SHT OF BC -3 0 UD L3 pwco I- m �wzcn � o �Qo�w CO ocQC3 N W E-qU)"E-z� 1 ooa o wN L) z 0 d 0 L)C9 1 DRAWN AS NOTED SHT OF BC -3 6:12 6:12 � __ _ ®■� ��a� oma■■■■■■ � ®�■ �ee�� �� � O 0 "aex"SC PATIO OITA9 DOOR 9000 O 0 0 L0 PATIO IN O (0LO 0 ry L �O x x cO x x x x C-0 co 00 d .. d r7 r� 72"x96" N -no N� PATIO IN DOOR N I In�� 111 l _1111' � — lu�u��lu�ul -- .■ 10 TPTH05F FL_.EV. U (REV.) 1� 6:12 TPTH02 __. ELEV. ' TPT H 03 ELEV. A ELFVATION CDTPTH01 ELEV. 'B' (REV.) FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNH ELEVATION SHEETS 6:12 MEN MEN mom OMNI uElTi I 6:12 5:12 E11 (E2 5:12 5:12 6:12 E3) C E4 6:12 WINE" N -no N� I IN �r N 111111111111111111 o ' © O Z CC• Z T{ • J d co 10- to `o.01 F11111 Ik 01111111111 o `��� �` ILL. E5 4:12 THU5E 6)TP ELEV. 'A' 6:12 6:12 6 �2 E6 '1 �TP iH�05E a�EV� PTI.101 � TP I H03 ('-\ TPTI�02 _LEV. 'A' 'B' (RFV.) �� ELEV. 'A' \ 9 ELEV A' FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEE-hS ;�, UNIT I3T-ILDIN(C-7` FRONT AND REAR ELEVATION S--', 99 3/16 - V-0 TPTH05E ( , 0 ELLV. B (REV.) TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR p 00 3> 00 TOP OF PLATE AT RAISED CEILINGS IN BEDROOMS WHFRL SHOWN TOP OF PLATE STANDARD 1 TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY — TOP OF WINDOW `�' FIN. GROUND FLOOR r W H Q Z O I ry U (/) W Q W O I N CD z 6.• o ' © O Z CC• Z T{ • J d co 10- to `o.01 �l Ik •►,� j p�0 J o `��� �` ILL. � CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -4 r �;�CCQ � Q ~ p w c � Z C) 0 �o �O�c00o NWZ M 00 � z E- � Z � O�" wH W D O W x _ � =LjI— O U < o :20 W U Ldcn <0o CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -4 Z C) 0 �o M 00 � Z � W D OLn _ =LjI— < o :20 U <0o DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -4 c 8:12 \ 611 \ 6:12 TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o T ac r, a� o 0 CC) TOE' OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o T cO •. ::. ; : .. ;..:. ,.:. .,. :: _ - - FI • _ FIN. GROUND f LOOR FIN. GRADE � _ 00 FIN. GRADE IPTHODL- - TPTH05E EI EV. F� A , FOR EE�-VATION NOTES, DIME�I`.ONS AND DETAIES SEE NDMDUAE UM -1 El E VATION SHEETS 10)- ELEV. B (REV.) UPGRADED CORNER LEEVATION ..�- ''__5 UNIT BUILDING -1 LEFT ANDRl("_'_7"_HT END ELEVATION'�__�_" 3/16" 1,_0' CWALKWAY 'A' _ �SHUTTERS 6:12 CWWA�.KWAY 'F' '�'__ _, WW AT GARAGE 6:12 E�WALKWAY E3' SHUTTERS 6:12 C�,-,�WALXWAY ELEV 'A' � SHUTTERS 6:12 6:12 Nt O a a •• z . - Q '• LL 6•' j i ZQ 77. - o 0.. 4 - C Z -_�_Z .. � O O 7 63 4L `�o� O 0_j 111 Illll Iul Z .� ELECTRIC METER _ ® o o ;C? NICHE (SEE •' � 1EC�RIC,• MVE NICHE:': '� DETAIL) IM ' F+ oz� o CWWA�.KWAY 'F' '�'__ _, WW AT GARAGE 6:12 E�WALKWAY E3' SHUTTERS 6:12 C�,-,�WALXWAY ELEV 'A' � SHUTTERS 6:12 6:12 KE4FF�ONT ENTRANCE 'A' CROSS SECTION & SIDE FLEVATION AT PORCH & WALKWAY -),WALKWAY AWACEAELEV 'A' TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BL -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 5 UNIT BUILDINIC__V ENTRY SIDEWALLEL] VAl_1'_10__\ S-1 3/16" = 1'-0" W F_ Q 0 71 O cl U V) W r) i w Nt O a a •• z . - Q '• LL 6•' j i ZQ o Z - o 0.. 4 - C Z -_�_Z QO - � O O �• �i��®�,� 4L `�o� O 0_j 111 Illll Iul Z .� _ ® o o ;C? •' � 1EC�RIC,• MVE NICHE:': '� KE4FF�ONT ENTRANCE 'A' CROSS SECTION & SIDE FLEVATION AT PORCH & WALKWAY -),WALKWAY AWACEAELEV 'A' TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BL -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 5 UNIT BUILDINIC__V ENTRY SIDEWALLEL] VAl_1'_10__\ S-1 3/16" = 1'-0" W F_ Q 0 71 O cl U V) W r) i w Nt O a a •• z . - Q '• LL 6•' j i ZQ o Z - o 0.. 4 - C Z -_�_Z QO - � O O �• �i��®�,� 4L `�o� O 0_j 111 Illll L a a CV -_�_Z � O O 0 ~OWc'JI- Iul Z .� _ ® o o o�Q� C/� N W IM ' F+ oz� o F__ _ cn - E- WH Lu W LLJ W E-1 �o x W Q LO z �oW�¢ I— = W O 0 LLJ � W C/') L CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BCm5 a a CV 0 Z ® ® o IM o o F__ _ cn 0 1D Lu W � Q LO = W 0 U � W �' C/') Q U f— l O DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BCm5 ��)jE__LEV. PTHO1 'B' (REV.) TP TH 0 �LEV. A LOCATION OF CU I-TERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON LESS THAN A 6" HORI7ONTAL OVERHANG; ENDS AND ROOFS ABOVE ANOTHER ROOF FBCR 2007 :SECTION R320.7 5 UNIT BUILDIN(C'T 3/16 TPTH02 Ei__EV. 'A' ALL EAVES WITH EXCEPT FOR GABLE AS REQUIRED BY 10-THO5E ELEV. 'B' (REV.) ROOF SYMBOLS LEGEND INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING Zj� 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES t 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. L IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE A I iIC VENTILATION (FBC-8806) 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. w Q Z O_ a_ U V) w 0 - Lei -t 0 �/ O Z U 0C; • o 0 O cf) LjC) co co CO �ocQ U) N WUD _ C) 7 �Q=0a CnzE,�U� x J �o 0 C w w 0 a N U Z oQ m o0 _V) ZCD �_j LLi :� � Ln = w t- - 0 U Ld � � = Ln J J DESIGN DRAWN CHECKED DWG.No. JOB NO. SCALE AS NOTED DATE BC -6 SHT 0F WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, I. P. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SI-I WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -F GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HFI( -,HT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. _ L T I n `D W O = L W /) 0) G <a cn Crw J mz z - <:z w � w w z Q <L un w w -' wEr 7 U O W <_ `� U U I- U U ~ch� a_, J W Q J - 7 Q El� U - U il Q i1 z 2 C- w O ' s 0 rA r_ �17) 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 2'-8" W21 11H4 SH BLOCK SINGLE HUNG 26 262' 50&" 63" 274" 2/4" 50 634' 9.32 11.59 NO NO R4 W22 1H5SH BLOCK SINGLE HUNG R4 W23 lH6 SH BLOCK SINGLE 1IUNG 264" 72" 274" 72" 13.25 NO TEMP GLASS FRENCH 18 LT W25 2438 SH FRAME SINGLE HUNG 28" 44" 52" 2814" 284" 4414" 524' 8.56 NO C2� C2� 2444 SH FRAME SINGLE HUNG 28" 10.11 NO 2' -8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 6014" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 37" 50j" 63" 371" 37j" 50�" 13.01 NO INTERIOR DOOR -9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 63" 16,19 YES < W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YFS W54 2440 ``H FRAME SINGLE HUNG 27" 36" 47" 48" 274" 361" 474" 484" 08.81 12.00 NO NO 2'--0" W5) 3040 SH FRAME SINGLE HUNG 0577) 3050 SH FRAME SINGLE HUNG SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58) 3060 SH FRAME 36" 72" 361" 484" 721" 50j" 18.00 YES 1 W91 48x50 SH BLOCK SINGLE HUNG; 48" 50j" 16.88 NO 1'-6" W92 48x63 SH BLOCK 'SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W 48x72 SH BLOCK SINGLE HUNG 48" 72" 48" 60" 484" 484" 484" 72" 24.00 YES W95 CW9 �l 4040 SH FRAME SINGLE HUNG 48" 48" 484" 604" 16.00 20.00 NO YES W97 4050 SH FRAME MINGLE HUNG SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVA110N) DO- OR 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 H01 -LOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER LLJ U 5 SHELVES FOR 9' CEILING w 2142 SF 0 J z Li n z v cn O L,J U J W Q J - 7 Q El� U v7 pc=.D U > w J w O T = Cn rx I'j 0 (3 c-) = z E_ cn - (..i) 2'--8" 6'-8" 14 R4 B LABEL 'YES FOR 1 HR RATED WALLS ® ICA) 2'-8" 8'-0" 1 R4 YES FOR 1 HR RATED WALLS FINISHED TEXTURED COATING PER BUILDERS C°I 3'-0" 6'-8" 6'-8" 14 1 R4 45 MIN. MANUFACTURER. (SEE STRUCTURAL ENGINEERS 3'-0" R4 NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV, METAL LATH w/ WATER RESISTANT ADD TRANSOM / ELEVA MON U 1 D 3'-0" 8'-0" 14 R4 WITH TPI/WTCA BCSL (1/4') PANEL TYPE TEMP GLASS FRENCH 18 LT __j® 1E) 3'-0" 8'--0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WAILS INTERIOR DOOR 8' CLG. 1YP. 17 C2� 2'--8" 6'-8" 1 LLJ _ IS LESS THAN 3'-0" LQL K CONSTRUCTION - 2' -8" 8'-0" 1 182 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS INTERIOR DOOR 9' CLG. TYP, INTERIOR DOOR 8' CLG. TYP. GROUND FLOOR PARTY WALL FROM TOP OF C>> 2'-- 6 " 6'--8" 1 PER UL. ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER CA) 2'-6" 8'-0" 1 g" EQUIVALENT THICKNESS. cONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP INTERIOR DOOR -9' CLG. TYP. OF WAIL. 1x2 PRESSURE TREATED 04 2'-4" 6'-8" 1 g�" STRAPPING Q 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD < INTERIOR DOOR 8' CLG. TYP. REFLECTIVE INSULATION (R-4.1), 1/2" 19 2'-4" 8'-0" 1 SECOND FLOOR PARTY WALL TO BE 2 HR _ (R 8.61) DESIGN INTERIOR DOOR 9' CLG. TYP. cF 2'-0" 6'-8" "I SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR 3U373 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. CHECKEDTJF INILRIOR DOOR 8' CLG. TYP. FOR 2 STORIES TO 10'-0" MAX HEIGHT. C� 2'--0" 8'-0" 1" ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR INTERIOR DOOR 9' CLG TYP, DRYWALL BOTH SIDES OF STUDS. C6� 2'-2" 6'-8" 1 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. INTERIOR DOOR 8' CLG. TYP. INTERIOR DOOR 9' CLG. TYP. C 2'-2" 8'-0" 1 FASCIA AND VFNTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R--11 BATT INSULATION IN 1'-6" 6'-8" 1 KOE-YEN IILALON UNCONDITIONED SPACES (FBC-Nl104.ABC.1,2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE 0 INTERIOR DOOR 8' CLG. TYP. HALF OF REQUIRED VENTILATION AT EAVE AND HALF 7A 1'-6" 8'-0" 1 -RE01J4RED BY CAI AUI ATION - .-. ._-_ 1-1 INTERIOR DOOR 9' CLG. TYP. a I CO ❑ ❑ re ��-HALLWAY � ' ART NICHE S EC'_" 0 N D 9 99 OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD 2O'-111" I 10 1 r1r)(10 "Im 1. CONSTRUCTION NOTES(Un1ns Otherwise Noted) ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O,) ALL CONSTRUCTION TO SECOND FLOOR AREA LINEN CLOSET OR PANTRY w/ MIN, 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHFLVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, GARAGE AERA --- ------- 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2142 SF ` MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND �/1111111� L ALL OTHER APPLICABLE ODES AND AUTHORITIES HAVING �NCF HOOp_VENT ,FBC, M1503 o JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM 0zod EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICA NS ® MICROWAVES LOCATED ABOVE A COOKING /-/`�r����'�_\ APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION 2x4 \, OCEMENTITIOUS FINISH 16 al�D-L1..OS?f3_.AND FLOOR TRUSSES FINISHED TEXTURED COATING PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED O W J 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 U BARRIER PER ASTM C & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSSBB E EXTERIOR WITH TPI/WTCA BCSL (1/4') PANEL TYPE SHEATHING, 2x4 STUDS @ 16" O.C. TO __j® UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT LXPQ5ED FACE NSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 .,BUILDING EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RAIING OF 1 HOUR WHERE LIMITING DISTANCE LLJ IS LESS THAN 3'-0" LQL K CONSTRUCTION - OCONCRETE CEMENTITIOUS FINISH 182 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS J GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 U SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL. ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1-5 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 WAIL. 1x2 PRESSURE TREATED RAIING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING Q 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD < ® REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR. SHAFT LINER SYSTEM P,&RTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R 8.61) DESIGN 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 0 16" O.C. CHECKEDTJF 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 VFNTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R--11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND KOE-YEN IILALON UNCONDITIONED SPACES (FBC-Nl104.ABC.1,2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ATTIC OVER LIVING SPACE -RE01J4RED BY CAI AUI ATION - .-. ._-_ 1-1 OPROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING OINTERIOR STAIRS -SITE BUILT FBC 2007, R311_5 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. 2,) TREADS SHALL BE 202 SPF#2 RIPPED DOWN AS REQUIRED CLUED AND NAILED 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED. 4.) THE LENGTH OF 2 RISERS + 1 TREAD SHALL NOT BE LESS THAN 24" OR MORE THAN 25" MIN. TREAD = 9" MAX. NOSING = 1" MIN. TREAD & NOSING = 10" MAX. RISER = 7 3/4" MIN. HEADROOM = 6'-8" MAX. VERTICAL RISE FOR = 12'-0" FLIGHT OF STAIRS MIN. STAIR WIDTH = S-0" MIN. CLEAR STAIR WIDTH = 31 1 /2" FQ __tiYINDER STAIRS MIN, WINDER TREAD MEASURED= 10" 12" FROM INSIDE EDGE MIN, WINDER READ MEASURED = 6" AT ANY POINT MAX, WINDER DEPTH = 12" OHAND RAIL -_ FBC R311,5.6 & R312.1 MIN. STAIR HANDRAIL HEIGHT = 34" MAX. STAIR HANDRAIL HEIGHT = 38" MIN. INTERIOR GUARD HEIGHT = 36" MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.5.6.3 FOR GRIP SPECIFICATIONS, HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC R311.5.6.2 CONTINUITY OWALLS BAC'.KING ONT. ATTI (FBC-N1102.ABC.1.2) WAILS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT INSULATION, INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. WALL k CEILING BETWEEN,GARAGE AND LIVING -: J SPACL 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. 11 PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX, RISE 7 3/4" MINIMUM TREAD 9" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED 10 EXTERIOR MIN. 10'-0" FROM A/C CONDENSER, MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH, 45' BEND = 2,5', & 90' BEND = 5' ATTIC ACCESS (FBC-R1001 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. SIN 0 DRYWALL KNEEWALL N �KITCH_EN FLUSH BREAKFAST BAR SECTION ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE 10 BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW =- 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING 44" ABOVE FLOOR 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS 3,) FIXED GLASS REQUIREMENTS (FBC-R613.2) FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING t-- (FBC-R613.8) INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT COMPLYING WITH FBC2007 R613.8.1 5.) MA*4$09 7f?L'ERANCF FUR'MA'SONRY`R'6UGH OPERTIVO SIZE (FDC -R613.8.2) MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH 6,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS METHOD -B (FBC-N1101.A) TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL FLOOR AREA (FBC-N1101.1.2.2) INSTALLED WINDOWS SHALL HAVE PROPERTIES AS EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0,85 PASS RATIO. (FBC-N1113,A,1&2) WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION DIMENSION & AREA NOTES FOR C'All-U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (FXCL UDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FA CE OF EX TERIOR SHEA THING. (E,VCL ODES Z/8" CEMEN TI TIOUS FINISH OR SIDING) - 10H INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SOUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MASONRY VENET7R, OR .SIDING (PER EL E VA TION) A S OU TL INED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) C9 AREA CALCULATIONS(ANSI) ELEV. 'A' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA �jY 13 SF GARAGE AERA --- ------- 430 SF TOTAL AREA UNDER ROOF 2142 SF f' AI / M •• I CC z O � O ` LA_ �/1111111� L DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 SHT OF 1.1A O u� wz0--q..C\j L O W C) z� -g0 0zod O� Q .� ® 00 E-4� " E-1 � �� Z � 7 Z O W J O z U Li Lj u __j® LLJ 0 DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 SHT OF 1.1A u� Ll L ® 00 � z Li LTJ __j® LLJ 0 = LLJ J LLJ Ln nn U �U CE < ® C -L �. DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 SHT OF 1.1A a 6"WIDE 08 111" HIGH x 18 1 /2" PROJ. PTD. POLYURETHANE BRACKET NO. 31-2955 BY SPECIIS OR EQUAL (ZYP.) 20 0 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM -- - W/ SMOOTH FINISH (TYP) S I RIDGE LINES VARY WITH SNIT PAIRING 6:12 1 xb KA15tU 5 UCCU 6:12 PLASTER SILL W/ _ SMOOTH FINISH PROVIDE CON IROL JOINT 12.12 f=,"1NIf1F u1 R 1/>" HIGH x 1 R 11'-8" - __)l VARIES STT 3".4" SCALE 2:1 s-� 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DFTAII WITH ARCHED HEADER GLASS AREA ON Ff ONT ELEVATION 'A'- 94.05 SQ. FT SIDE ELEVATION 93 A 99 1/4„ i 1)_091 1'-8" VARIES � 7 3"4" SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) EI, ECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR NDFR BLOCKS ELEC METER SECTION AT METER NICHE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM -... W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1%6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 6"WIDE x18 112" HIGH L x 18 1/2" PROD. PTS - POLYUREIHANE BRACKE f NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PIASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT CO) PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) RIDGE LINE WHEN PAIRED W/ TH02 20 6:12 MEN 6:12 2"x3" RAISED STUCCO PLASTER HEADER ]RIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) - TOP OF PLATE TOP OF PLATE �.: TOP OF WINDOW 18"x60" PREFORMED STUCCO 0 PANEL SHUTTERS (SEE °Q DETAIL) r - RIDGE LINE WHEN PAIRED W/ TH02 6:12 TOP O( WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH E ARCHED HEADER (SEE DETAIL) 7E]7 11 [7 0 n 111Ez Elm00 n FIN. GROUND FLOOR ]Mum m 11H HETE FIN. GRADE 00 GLASS AREA ON FRONT ELEVATION 'A'= 42.00 SQ. FT. FRONT ELEVATION99 A99 1/4 _ 1'_099 GLASS AREA ON REAR ELEVATION FOR 'A'= 127.92 SQ. FT. INCLUDES PPO WINDOW FOR BATH OASIS TOP OF PLATE TOP OF WINDOW PPO -36"x48" BATH OASIS WINDOW (RIGHT -ALIGN W/ WINDOW BELOW) 0 1 00 i� FIN. SECOND FLOOR TOP OF WINDOW 0 I 0 0 00 FIN. GROUND FLOOR FIN. GRADE REAR ELEVAI I ION 39 A 00 0 -1 Z O I _ CL U Ln W 1• 6„ cn I N LLi Q � � Ln - - -- � ___------ SIN 00 I _ N °) If L 444 3/4" RECESS UclozPv�`" � SCALE 2: 1 18"x63" PREFORMED STUCCO PANEL SHUTTERS 11'-8" - __)l VARIES STT 3".4" SCALE 2:1 s-� 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DFTAII WITH ARCHED HEADER GLASS AREA ON Ff ONT ELEVATION 'A'- 94.05 SQ. FT SIDE ELEVATION 93 A 99 1/4„ i 1)_091 1'-8" VARIES � 7 3"4" SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) EI, ECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR NDFR BLOCKS ELEC METER SECTION AT METER NICHE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM -... W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1%6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 6"WIDE x18 112" HIGH L x 18 1/2" PROD. PTS - POLYUREIHANE BRACKE f NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PIASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT CO) PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) RIDGE LINE WHEN PAIRED W/ TH02 20 6:12 MEN 6:12 2"x3" RAISED STUCCO PLASTER HEADER ]RIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) - TOP OF PLATE TOP OF PLATE �.: TOP OF WINDOW 18"x60" PREFORMED STUCCO 0 PANEL SHUTTERS (SEE °Q DETAIL) r - RIDGE LINE WHEN PAIRED W/ TH02 6:12 TOP O( WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH E ARCHED HEADER (SEE DETAIL) 7E]7 11 [7 0 n 111Ez Elm00 n FIN. GROUND FLOOR ]Mum m 11H HETE FIN. GRADE 00 GLASS AREA ON FRONT ELEVATION 'A'= 42.00 SQ. FT. FRONT ELEVATION99 A99 1/4 _ 1'_099 GLASS AREA ON REAR ELEVATION FOR 'A'= 127.92 SQ. FT. INCLUDES PPO WINDOW FOR BATH OASIS TOP OF PLATE TOP OF WINDOW PPO -36"x48" BATH OASIS WINDOW (RIGHT -ALIGN W/ WINDOW BELOW) 0 1 00 i� FIN. SECOND FLOOR TOP OF WINDOW 0 I 0 0 00 FIN. GROUND FLOOR FIN. GRADE REAR ELEVAI I ION 39 A 00 0 -1 Z O I _ CL U Ln W SHT 0F 1,2A z cn I a ~ � O d" LLi Q � � Q � w 00 04 °) If L ad�oa o UclozPv�`" � _ -!� �:) W a � W &..4W O� W 7 O O x W CQ E- 1— LTJ N W W V) ILS SHT 0F 1,2A cn I LLi Q 00 °) L � Z O W :2® LTJ i-' Q LTJ J Ln <�® ® UI�- ® c� (— DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 SHT 0F 1,2A A C C 40" HIGH KNEEWALL W/ PAINTED WOOD CTAP TOP OF PLATE cYC K I I INJl1L STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS (a) 7 9/16" EACH = 10'-8 -3/4" ACTUAL 16 TREADS © 9" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/5D4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS LA BUILDING -1 S --I E u` TI 0 N z 0 ry U U7 w wo ♦ IT• Q O U• w o Z Z Q tl d j 0— Lj �. A•. •..�'��� •' Q ref %� '• ....�• O `���� a DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 T SHT 0F 1.3A < cn �� �� pp LI z Wza'�� Q~pWco t- c I V),4 w ml w Hz L) QIf co co _ :2Z co E�v�Ez ®-® o0 woo o x w zI-- �owN DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 T SHT 0F 1.3A c I o w :2Z ®-® o0 < zI-- L.L] 0 U J L B Ld Qom® < 0 CL DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 T SHT 0F 1.3A WINDOW S(_;HEDUEE NOILS: 1) WINDOW S17ES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LF'. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAI 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 PAITERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 14 _ C!J I- DRYWALL w rJ UNDER STAIR 3'-g11„ �t I w (D I r� = 7 v 0 w w U) (n OO _ N V)U O H C-7 w S « �T L ) 2 m � 7 Z Lj T z z Z .1 W wI- Q Q O C z Z cr�CL w S _ �L < (, O L i D J w L O O w O O ~ `= r u c.) O a 6 <f Q w J w � w F-- w I- O Q 7 Z z J Q a w CL - Z 6'- 8" O 7 O B LABEL w w FOR 1 HR RATED WALLS (DA 2'-8" 8'-0" 14 R4 CSS G --J W 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 262" 262' 50j" 63" 274" 214" 50j" 634" 9.3.2. 11.59 NO NO R4 W22 1H5SH BLOCK SINGLE 1 --LUNG C2) 1H6 SH BLOCK SINGLE IIUNG 262" 72" 274' 72" 13.25 NO 8' -0" W25) 2438 SIT FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 0444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO YES W27 2450 SH FRAME SINGLE HUNG 28" 37" 60" 50j" 284" 374" 604" 50j" 11.67 13.01 NO NO C2�P- �) 24 SH BLOCK SINGLE HUNG W5) 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W5.) 26 SH BLOCK SINGLE FLUNG 37" 12" 374" 72" 18.50 YES L-4� \'SJ 2440 SH FRAME SINGLE HUNG 27" 36" 47" 48" 274" 364" 474" 484" 08.81 12.00 NO NO 8'-0" �w 5 .3040 SH FRAME SINGLE HUNG W5) 3050 SIH 3060 SH FRAME FRAME SINGLE HUNG SINGLE HUNG 36" 60" 364" 604° 15.00 YES W58) 36" 72" 364' 724' 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 5085" 63" 484" 484" 50 63" 16.88 21.00 NO YES INTERIOR DOOR 9' CLG. TYP. 48x63 SH BLOCK SINGLE HUNG 48" W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES INTERIOR DOOR 8' CLG. TYP, INTERIOR DOOR 9' CLG TYP. W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO - COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) W97) 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) (W99) 4050 ARCH FRAME SINGLE HUNG 48" 64" 484" 644' 21.0 YES 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. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DFIAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 5/8"TYPE "X" UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 14 _ C!J I- DRYWALL w rJ UNDER STAIR 3'-g11„ �t I I r� 7„ 3 -88 -5„ N 2 5„ NJ_j OO _ w _j ¢ H DRWOO-_M 78 ELECTRIC PROVIDE PANEL PAN -- C� LOC. SEE wI- 1 w t UNDER cD Z O r Z Ln O < (, O F J w L Q J U) 7 SLi Q O T ~ o = 0 Y U J 7 w J SPECIFICAaLQNSMICROWAVES LOCATED ABOVE A COOKING O Q w z �cl� m 0 2'- 8" 6'- 8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS (DA 2'-8" 8'-0" 14 R4 CSS G --J (2x4 SUBFLOOR AND FLOOR TRUSSES OCEIOUS FINISH3/4" r O- I 3'-0" 6'-8" 14 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 14 R4 ADD TRANSOM / ELEVATION SPECIFICATION OVER 1/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS <D) 3'-0" 8' -0" 14 R4 COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING TEMP GLASS FRENCH 18 LT FOR 1 HR RATED WALLS (CJ 3'-0" 8'-0" 1 4" R4 45 MIN. YES 2 2' 8' 6'--8' 1 �" IN lERIOR DOOR 8' CEG. TYP. C2�P- 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. IYP. 0 2'-6" 6'-8" 1 " INTERIOR DOOR 8' CLG. TYP. 3A 2'-6" 8'-0" .l INTERIOR DOOR 9' CLG. TYP. L-4� 2'-4" 6'-8" 1 ENGINEERS SPECIFICA (IONS) R1.3 BATT O EXPOSED BUILDING FACE 1 INTERIOR DOOR 8' CLG, TYP, INTERIOR DOOR 9' CLC. TYP. 4P 2'-- 4" 8'-0" 1 INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE a_ 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. INTERIOR DOOR 9' CLG, TYP. 2'-0" 2'-2" 8'- 0" 1 C6� 6'-8" 1 8" IS LESS THAN 3'-0" INTERIOR DOOR 8' CLG. TYP. BL kS CONSTRUCf10N - U INTERIOR DOOR 9' CLG. TYP. �j 2'-2" 8'-0" 1 g OCONCRETE 2 CEMENTIPQU-$_.FINISti 2 HOUR MASONRY PARTY WALL 1 FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF C7) V-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP, INTERIOR DOOR 9' CLG TYP. 54 SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED w - COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Q CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 4'-8" �A W91 4-- I SEE DRAWINGS BY CABINET MFR FOR 1 _ 1" - I KITCHEN CAB 14' 44 DW �I ELEVATIONS 1 _ KITCHEN I1 r TILE - - r7Io0 T 20'-0" 1 CIA 3" A PATIO 3 10'"O"x 8'-0" CONCRETE -�0'-4„ �Icb 6080 PATIO DOOR MIS o� I DINING ROOM CARPET 3-' 8'-7��" Q ��n 10'-54„ O I 0 I, I I - L- - - J - - N - - -- -- - - - F. 5' 12" SIN CATHERI NG ROOM CARPET LC I - 52„ 2'-42„ 6,-616„1 01 PWD00 Q I I �IOO J �x LI 1Ln 1 02 TILE 7 N I I .<Cl� -88 FOYER � TILE A MIRROR 34 L 5 -44" 78 -�- t PORCH A 2 ECIRIC METER J 1 w WALK-IN PROVIDE PANTRY_ a- 0 5/8"TYPE "X" UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 14 _ C!J I- DRYWALL r C� UNDER STAIR 3'-g11„ �t I I r� 7„ 3 -88 -5„ N 2 5„ NJ_j OO _ _j ¢ H DRWOO-_M 78 ELECTRIC PROVIDE PANEL PAN -- LOC. SEE wI- UNDER cD 7 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M15031 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE < (, O O - O O J 00 D SPECIFICAaLQNSMICROWAVES LOCATED ABOVE A COOKING Lf I Q �cl� m APPLINCF SHALL COMPLY WITH UL923 z � �m w FRAME WALL CONSTRUCTION � O o CSS G --J (2x4 SUBFLOOR AND FLOOR TRUSSES OCEIOUS FINISH3/4" r O- I O I 0 I, I I - L- - - J - - N - - -- -- - - - F. 5' 12" SIN CATHERI NG ROOM CARPET LC I - 52„ 2'-42„ 6,-616„1 01 PWD00 Q I I �IOO J �x LI 1Ln 1 02 TILE 7 N I I .<Cl� -88 FOYER � TILE A MIRROR 34 L 5 -44" 78 -�- t PORCH A 2 ECIRIC METER J 1 w a- 0 UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP _ C!J I- CHWT PWD - ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & �t I VENT 7„ 3 -88 -5„ N 2 5„ 7„ --1--18 2, 4„ 78 ELECTRIC PROVIDE PANEL PAN LOC. SEE UNDER SHT E1.1 ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M15031 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE HWT CARA -E(D -IN I 0 N ENE OR 2ND. RI -1R. ABOVE 8'0"x7'0" O.H. GARAGE DOOR a )U)Q LINE 0 SYNT ETIC A STONE WAIN SC T zQ 2'-0" 1 8'-0" 2'- 0" �L 4'- 8" 14 51„ -IN 4 I O I 3 OW97 CENTER OVER WINDOW BELOW EGRESS BEDROOM 3 CARPET 9'-9q" 20'-0" 10' 3„ 5'-1" CENT R OVER W97 DOOR BELOW EGRESS BEDROOM 2. CARPET 9'-04" I N 3 6 54" 5' 64 3'-11"5,-04„ 3'-9" \SDS/ 4-0 (C3\ BI FOLD DN 4 HIGH LEDGE a) cv �:✓J 7R / PTD. PINE CAP _ 4„ cv a� w 3 4 1'-7" 3'-g„ N e ? Q ---- 4,-22„ 4„ J Ju "� I- LL 1-7t 7 7 C T 3� MIR R F 0� R: w t Q = r) 42„ w^ BATH Cr L'La v o I- D LIN TILE -oma 0< AHU N m m u � ` � "FDR O O o D m AN 1 NDER < _j U = co WASHER -� m Li Q O D0cn (� "48 x 3 6 , r-._. -- r-- _. i o W II D c� r' 21 -- II ---103- T6- ------�I PT. UPIPERS W. . C.1TEMPERED �jj 13 11 _ GLASS LA NDR'Y OX & I) `_ SHOWER DRY R BOX 5'-82" 3' g" /004 II m ENCL. 4,-04„ MASTER<3 T C = � L BATH � II n _ TILE .n 66" 8'-0" FLAT B 0 CEILING - - - � I C29 TEMPERED GLASS 6„ 3'-9„ 2,-7„ 6„ 0 lo 1- I MASTE� SUITE ---C CARPET I Ul Ln CD N �I ROOF BELOW o � 5 N 5 < I SDI SD6 I I I EGRESS It W97 1 N 1 I Ln 2' 10,1 2'-10" 5'-112„ 2„ I I OF BELOW LINE OF SYNTHETIC _ STONE WAINSCOT 1 1 5'- 82 11'-11" 2'-42 `I"1Rs___T FLOOR, -PLAN CONSTRUCTION NOTES (Unless Otherwise Noted)0 UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP - ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M15031 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICAaLQNSMICROWAVES LOCATED ABOVE A COOKING APPLINCF SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4 SUBFLOOR AND FLOOR TRUSSES OCEIOUS FINISH3/4" r 1&G SUB -FLOOR ON PRE-ENGINEERED FINISHEDISHED TEXTURED COATING PER BUILDERS SD6 FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 1/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING AMETAL LATH w/ WATER RESISTANT BARRIER PER ASTM C & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE B WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SB EXTERIOR HOUSE WRAP, 7/16" OSB E z � UNDERLAY UNDER RESILIENT AND WOOD %SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 0 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICA (IONS) R1.3 BATT O EXPOSED BUILDING FACE 1 INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE a_ RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" BL kS CONSTRUCf10N - U OCONCRETE 2 CEMENTIPQU-$_.FINISti 2 HOUR MASONRY PARTY WALL 1 FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF 54 SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED w - COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Q CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL. ENGINEERS SPECIFICATIONS EOUIVALENT 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. N STRAPPING AT 24" O.C. T --NAILED INTO STRAPPING @ 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1 REFLECTIVE INSULATION (R-4.1), 1/2" 1 J 2 HOUR SHAFT LINER SYSTEM PARTY WALL - INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR 1" SD = (R-8.61) RA TLD CONTINUOUS FROM TOP OF MASONRY 54 FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD_FAR]TIIONS SHEATHING, SHAFT LINER ASSEMBLY PER UL U373 AND INSIALLED PER MANUFACTURERS O BEARING PARTITIONS 2x4 SPF#2 @ 16" G.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 N O 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 (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE EI W rN APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF S it"ON][i F_1,00R PLAN 2'-12„ 42„ -2„ •-IN DRYWALL KNEEWALL N (B) KITCHEN FLUSH 44" BREAKFAST BAR SECTION WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS X110111 N 0 ATTIC_ OVER LIVING SPACEPRO 1/2VID INTERIOR BDRYWALLOFINISHSONACEEIILAND CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH`••�•'•••�'Y�l� 0 W O 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 Z Z 6 INTERIOR STAIRS -SITE BUILT FBC 2007 R7024.2 *', t 6 •'; 'I.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WIN GENERA N � z � J AT BASE) EQUALLY SPACED & ANCHORED -_ Z O 0 J TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. 1') (FBC-R310) • ��,! p MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED "%� °• !46 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM or''.�� _J O DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLUOR EMERGENCY ESCAPE Fid ��� J WINDOW = 5.0 Sq. Ft. /j�,i'l� p `0� LL_ 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE rr��/1011111,` DOWN AS REQUIRED GLUED AND NAILED. WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25' OPENING = 20" MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 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, THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE ^� O FLIGHT OF STAIRS FINISHED FLOOR FOR WINDOWS O MIN. STAIR WIDTH = 3'-0" w Z MIN, CLEAR STAIR WIDTH = 31 1/2" FIXED GLASS REQUIREMENTS FBCR613.2 Q O E- CO FOR WINDER STAIRS 3) - MIN. WINDER TREAD MEASURED= 10" FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" C/1 O 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED -= 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC R613.8) '"" ►-� �" '� MAX. WINDER DEPTH = 12' INSTALL APPROVED CORROSION RESISTANT FLASHING AT 00 Q C/1 cc ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE H C3 SURFACE OF THE EXTERIOR WALL FINISH OR WATER E -i (�/� nN H 0 7 HAND RAIL - FBC R311.5,� & R312.1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH Q Gl'i i` MIN. STAIR HANDRAIL HEIGHT = .34MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR / O O a MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR l Q'�" Cn MIN. INTERIOR GUARD HEIGHT = 36 AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND J Cn W FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT / L. W E-4 MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 Q; �m Z HANDRAILS TO MEF T REQUIREMENTS FOR / ,�� - �' Q O TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) MM3E1DA1}141�%OLER 'vU� r MAS RY UGH 0- PENTfTG SIZE I.I O SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-R613.8.2) J (1. O TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR E � I R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" - O Q'i C\2 0_4 cn IN WIDTH P 0 O CX2 0WALLS BACKING UNTO ATTIC MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS' 8 (FBC-N1102.ABC.1,2) 6.) A WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101,A) SPACE FROM UNCONDITIONED ATTIC SPACE TOIAL WINDOW AREA SHALL NOT FXCEED 16% OF TOTAL L.Li SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-111101.1.2.2) III z INSULATION. INCLUDES VAULTED CEILING, INSTAL. FD WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE Cn LII Ini C-)WALL & CEILING BETWEEN GRACE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION ----® FLOORS w/ CONDITIONED SPACE ABOVE. TAPE® AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NO7ES TIGHT. - FOR C.M.U. WALLS ALL DIMENSIONS DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE Of - Cl -0) F SIN �� DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES N TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W DRYWALL AND I AND WEATHERSTRIPPING. Ln Ek 7ERIOf? FINISH FOR SIDING OR 11 PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTFRIOR STUD WALLS, ALL Cn Li RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM LL,J INSIDE FACE OF STUD IO OUTSIDE C� CLOTHES DRYER VENT (FBC_-M1502 FACE OF EXTERIOR SHEA THING G 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (Eh"CLUDES 7/8" CEMENTITIOUS FINISH 0 M o0 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INILRIOR STUD WALLS, ALL I ) 2.5', & 90' BEND 5' DIMENSIONS ARE MEASURED FROM ATTICACCESS (FBC-R1001). FACE OF S7UD TO FACE OF 57UD. > Li 13 ATTIC ACCESS#HATCH 22"x30" WITH WEATHER - 500A RE FOOTAGE CALCULATIONS ARE 0 LLJ STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN MEASURED TO EXTEkIOR SURFACE DF ® I-- _jATTIC AT HATCH LOCATION. (R-30) RIGID CEMFNTITIOL/S FINISH, MASONRY VENEER, INSULATION BACKING. OR SIDING (PER ELEVATION) AS OUTLINED = LbJ IN AMERICAN NATIONAL STANDARDS I 0 INSTITUTE INC. (ANSI 2765--2003) �- `Q 9„ 2, 8„ 102"1-112>, U _j TYPICAL FOR ALL SHFI_VES & LEDGES ® U 5/8" PTD. PINE SHELF 0 CL SUPPORTED ON 5/8"x2" a PTD. PINE CLEATS & C' "� ~ 5/8"x2" FRONT VALENCE DESIGN DRAWN QUADR AT/TJF PROVIDE 1/4"x1" PTD. CHECKED DOOR STOP PERIMETER _ ___ o TJF TRIM BOC. OVER ALL PTD. j Q PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER c L) COATHOOKS ON 3/4"x7-1/2" PTD. �) PINE LEDGER BD. �FOYFR A - STOP & DROP DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 201 SHT OF ILI 1, 8" VARIES I- ..3". 7" f 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DERAIL WITH ARCHED HEADED 'I 1 - ^ VARIES 4 10" WIDTH �� 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER �k 2 -0 k I I I N III M 3/4" RECESS 172 SCAI--E 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC METER NICHE 11 THICK CMU "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR INDER BLOCKS 2'-0" 1, 6" 144„ 3/4" RECESS 24"A60" PREFORMED STUCCO PANEL SHUTTERS 1 4 I I _ 1n I N ��33jI044- II II III r7 �h` �I`0'�I`�1`- '444 4 4„ 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS A ELEC/ METER --- NICHE GUTTER DRAINED TO PORCH ROOF TOP OR PLATE TOP OR WINDOW 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) PROVIDE j CONTROL JOINT oo 0 @ PARTY WALL PROVIDE CONTROL JOINT • 48"X51, "80'x"27 6" WIDE SCORED OITA9 WINDOW SURROUND 51000W/ SMOOTH STUCCO PIASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO 71 Inl PLASTER TYP) I GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SO. RT. (INCLUDES PPO WINDOW) REAR, ELEVATION B99 1/4 99 = 19-099 6:12 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) IN. ECOND FLOOR GUTTER OVER FRONT PORCH ONLY DRAINED TO TOP OR WI N D�5BFM WATER PIPE Q� 0 00 6:12 5:12 1/2" STUCCO PLASTER FINISH IN. ROUND FLO6�ound FI. TYP.) =0, FIN. GRADE GLASS AREA ON FRONT ELEVATION 'B'= 57.13 SQ, RT. FRONT ELEVATION 19 1319. 1/4" = 19_091 [:lm �- VAULTED CEILING / % 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH r FINISH ABOVE 1"x7" RAISED TUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) --- 18" ROOF OVERHANG - 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW — AND DOOR SURROUND DETAIL WITH FI AT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PRECAST STUCK -ON STONE VENEER L' 5) ENTRY JOININ G--" UNIT ELEV - CENTRY kGARAG-TE ELEV E 6- - ` 11 1:11 n ry U W C) 202B SHT 0F Li -,t liirtiliii o \ OjiLLJ � 0% < z Z Z .,•-1 U ,. Z ✓� f��'`•., OAC �`• J � ® LL- 202B SHT 0F LTJ � ® M ao Z ® I.— -j J 0 = LbJ O W CC < Q n W 75J � DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 202B SHT 0F A 2 TOP OF PI ATF (2; AT (jKUUINU rLUUK Ill JtI,UINU [_LUUM 17 RISERS @ 7 9/16" EACH - 10'-8-3/4" ACTUAL 16 TREADS @ 9' EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS 71D �---)TAIR rSEuTION A BUILDINk-751 51/4 1 -0" T/lD /l C: DI A TC w Q 0 z O n U to w 0 DRAWN AT/TJF TJF V) M JOB No. z z E- 77 0 AS NOTED U e T Ecn - Hz^ ado= o ul ®w L w ~ J 0 � LaJ O � = W w Z 2 V) DRAWN AT/TJF TJF O M JOB No. 905/117 z E- AS NOTED Z 07/14/11 ''� �1 l Ecn - Hz^ ado= o ul ®w ~ CQ E c� 0 � LaJ O � = L -Li Q� <C O � � O U I— ry Q CL DESIGN QUADR DRAWN AT/TJF TJF O JOB No. 905/117 z E- AS NOTED DATE 07/14/11 Ecn - Hz^ ado= o ul 0 CQ E c� � O � DRAWN AT/TJF SHT OF 2.3B w TJF rCHECKED DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 SHT OF 2.3B w 3 WINDOW SCHEDULE NOTES: 1) WINDOW S17ES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E CLASS OR E:QUAI_ 3) COMMODITY WINDOWS 10 BE SERIES 1550SH OR 1570SH WITH I OW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER 10 BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 0 373 S w c_� 0 J z m Cn GO W0 r Ln O _ I- - Q W FG J _> w w I. i <t C � O - '' O 2'-8" 6'-8" W o B L ABEL = T E) r T cn N cn �, o 0 wz' 2'-8" 8'--0" CT w Lr LLJ_z [rl J z w `I w CD w r <t J z: C) n 6'-8" a R4 w D_w O w a z I- O Li U Q Li L) 0o 6'-8" � Q D � z w CL CD L i)z z TEMP CLASS FRENCH 18 LT < a 0 z - z 0 � R' y w 2 _17 2050 SH ME SINGLE HUNG 24" 60" 5085" 244" 604" 10.00 NO W21 1H4 SH CK LBL SINGLE HUNG 26�" 274" 5085" 9.32 NO 6'-8" E2) 1 IT5SLI I BLOCK SINGLE HUNG 261' 63" 274" 274" 634" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 72" 1325 NO W25 2438 SFT FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W2� 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO W23 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO R) W51 C!59 24 SH BLOC SINGLE HUNG 37" 5085" 374" 374" 5085" 13.01 NO 8'-0" (�52 25 SH BLOCK SINGLE HUNG 37" 63" 63" 16.19 YES W53 26 SH 31OCK SINGLE HUNG SINGLE HUNG 37" 72" 374" 274" 72" 474" 18.50 08.81 YES NO W5) 2440 SH FRAME 27" 47" INTERIOR DOOR 8' CI G. TYP. �5 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO 8' 0" (57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG SINGLE HUNG 36" 72" 364" " 484 724" 18.00 YES W91 48x50 SH BLOCK 48" 5085" 5085" 16.88 88 NO NOW92 48x63 SH BLOCK SING" LE HUNG 48 63 " 484" 63" 2"1.00 YES 993 48x72 SH BLOCK SINGLE HUNG 48" 72" 48-" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 484" 16.00 NO W9) 4050 SH FRAME SINGLL HUNG 48" 60" 604" 20.00 YES I I . I I__ _J_ SPECIALTY WINDOWS IF APPLICABLE (SEF MODEL ELEVATION) 7 -- DOOR SCHEDULE NOTES. 1) REI` LR TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) AIA DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BU11 DERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ILL 0 373 S w c_� 0 J z m Cn GO W0 r Ln O _ I- - Q W FG J _> w w I. i <t C � O - _O O O w 2 Ln CY-: W O 0 n z ~ z cn - - O 2'-8" 6'-8" 1 4" R4 B L ABEL YES -- FOR 1 HR RATLD WALLS L-A) 2'-8" 8'--0" 1 4" R4 FOR 1 HR RATED WALLS 1B 3'-0" 6'-8" 14 R4 45 MIN. YES L) 3'-0" 6'-8" 1 1" R4 ADD TRANSOM / ELEVATION TEMP CLASS FRENCH 18 LT C) 3'-O" 8'-0" 1 4" R4 C 3'-0" 8'-0" 14 R4 45 MIN. YES FOR 1 IIR RATED WALLS �?) 2' 8" 6'-8" 1 85" INTERIOR DOOR 8' CLG. IYP. 2'--8" 8'-0" 1 85" INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CLG. IYP. INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CI -.G. FYP. C•?) J'-6" 6'-8" 1 85 30A 2'-6" 8'-0" 1 85" O 2'-4" 6'--8" 1 85" (4AA) 2'-4" 8'--0" 1 85 INTERIOR DOOR 9' CLG. TYP. R) 2'- 0" 6'-8" 1 g" INTERIOR DOOR 8' CLG, TYP. INTERIOR DOOR 9' CLG. TYP. 2'-0" 8'-0" 1 85 2'-2" 6'-8" 1 85 INTERIOR DOOR 8' CLG. TYP. CD 2'-2" 8'-0" 185 INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CI G. TYP. (7) 1'-6" 6'-8" 1 g" IA) 1' 6" 8' 0" 1 85" INTERIOR DOOR 9' CLG. TYP. cfl PROVIDE 1 LAYER 5/8" 0 TYPE "X" EXTERIOR SI ILA FHING ON PORCH CEILING THIS UNIT - 20' -0" FIR s__ T FLOOR 1.1 -)LAN' 9 99 SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 20'-0" 3 CENTERED SID 1 TEMPERED OVER PATIO DOOR GLASS BELOW ABOVE W95 TUB W57 W57 _.... _ CDC60"x42"x20' SOAKER TU----------� -v 0 0 21 �� `° - MASTERIV _SD ER `QUI LIE 2� BATH I I CARPET I I OASIS I 9' HIGH COFFER TILE i CEILING -IN `D x 21 TEMP A\ GLASS I\ w S `\ G 2'-'9" 4\'; C7 � T -_ MIRROR S�S%) 14 r' U H A 71 'RASE v N Q Q I1 (4)2-6 2-6 z BI-FOLDBI-FOLD o') J LAUNDRY r z 11 W I C I 13 TILL PROVIDE R T C Q r) c3 CARPET U ^� OPT. BASE = r- z m x X WASHER CABINET LD cr_ F -07T71 O _j m j� o 11 77 w l I I _III TUB II DN 3R T fL _ -._ 1 z� w oii Jo L__ _1 ILP w o ccf) cn = <tL 1 1 o �-� sD Lo D N L �- - - - -� - 14R� N J J wQ � z� c� aw^ = r-- -IN C/) M r - G J I LJ O p < J ca a� m z U D u OOH L _J LIN 40" HIGH KNEE WALL W/ PTD, PINE CAP I - I 6,-04„ 9' 12" M ��� F-----------. _ _DN 3R W.1. C. 3 '/R�� 21 0 sv-I I�'ATH �I c. _..� oN (D NILE 3 I N u 3' 44" BEDROOM � N I 0 - CARPET G c 5-0 BI -FOLD <fl I 6„ _ 10'-112" �, 1„ 3,-852„ 4„ EGRESS 8' CEILING C57 BEDROOM 2 1 CARPET VAULTED ICEILING I -N 1 2'-101" 2> 22„ -- - � I I 4"1 12' 4" EGRESS EGRESS 36"X65" 36"X65" ARCH TOP ARCH TOP 1 6'-6" 6,_4„ 2'-01„ 5 -1„ 12'-107„ SEC'UNT} FLOOR PLAN I I I I 0 I 2„ 2,-0„ 42 1 „ CB o &DR HAY FYPICAL FOR ALL SHELVES &.," LE. GE S 5/88" 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. W CONSTRUCTION N0TL5 0 UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND03) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 1 5 KANGE HOOD VENT. `-M 5 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS, ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. FICA NS � � MICROWAVES LOCATED ABOVE A COOKING SPECIR �`� APPLINCE SHALL COMPLY WITH UL923 FRAME WALL QOO 5TBVC1 N 4 SUBFLOQR AND FLOOR TRUSSES CEMENTITIOUS EINI tl. 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 Z ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE O INSULATION, 1/2" INTERIOR DRYWALL FINISH. / EXTERIOR WALLS TO HAVE A FIRE RESISTANCE - J/ RATING OF 'I HOUR WHERE LIMITING DISTANCE � IS LESS THAN 3'-0" n ` CONCRETE BIL-OtK CONSTRUCTION CEMENTITIOUS FINISH 2 HOUR MASONRY..2.AR.LL WAI-1- FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF U SPECIFICATIONS OVER 1/2' THICK PRIMED .3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED i) COAT CEMENTITIOUS APPLICATION, 8" NOM, PER LJL ASSEMBLY U905. FBC TABLE 720.1(2) W CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL. ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. cONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL, 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING @ 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 �..1 Q H6E_.T.. 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 3U373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE &l20 ROOF_ CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. '1/2" INTERIOR 0) HOOF COVERING AS SPECIFIED INSTALLED PER -` DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 @24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-Nl104.ABC.1 2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OFREQUIRED VENTILATION AT EAVE AND HALF W O 0 WITH OFF RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ��1111111// OATIIC OVER LIVING SPACE PROVIDE R30 BATT/ BLOWN INSULATION AND •`I •••��••, W 1/2" INTERIOR DRYWALL FINISH ON CEILING (IR LL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 1 ��(� �• _ ILE TO BE CEMENT TILE BACKER BOARD PER FBC2007/•O ZZINTERIOR STAIRa-�LT__VILT FBC 2007 7O2 4.2 .. '' Q O ) r Q R311.5 1.) STRINGERS SHALL. BE 2x12 SPF#2 (P.T. WINDOW GENERAL- ;Zf�1 a Z �-•�Q U AT BASE) EQUALLY SPACED & ANCHORED O �_ Q : Q ` J TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES'. STRUCTURAL ENGINEERS SPECS. 1.) (FBC-R310) �'� �: '� Q =� _ MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED. .•' �(/ Q 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM r %1 ''••t..••'�c�Q� �� J F DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE I �A �r �� -_� O WINDOW = 5.0 ` 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FORSECONDFLOOR EMERGENCY ESCAPE lllll�l��LL_ DOWN AS REQUIRED GLUED AND NAILED. WINDOW 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 2.0" MIN. TREAD - 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2) MINIMUM WINDOW SILL HEIGHT (F'BC-R613.2) MAX. RISER = 7 3/4" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM = 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE I� MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE O FLIGHT OF STAIRS O FINISHED FLOOR FOR WINDOWS U� U MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" FIXED CLASS REQUIREMENTS (FBC-R613.2) '" FOR WINDER STAIRS / ) - Q -own n r - FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" -4 MIN. WINDER TREAD MEASURED= 10" � W Z � � 12" FROM INSIDE EDGEN F V�� MIN. WINDER READ MEASURED = 6" C7cA1AF SEALANTS AND WEATHERSTRIPPING E-� Z -1 AT ANY POINT 3.8) Q; O MAX. WINDER DEPTH 12" PPROVED CORROSION RESISTANT FLASHING AT O Q cc EXTERIOR DOORS & WINDOWS TO EXTEND TO THE F FACE OF THE EXTERIOR WALL FINISH OR WATER - ►-i 7 HAND RAIL - FBC R311.5.6.._&, R312.1 STIVE BARRIER. WINDOWS SHALL BE SEALED WITH it H Z MIN. STAIR HANDRAIL HEIGHT = 34" MUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" A CLASS 800 OR 812. RECOMMEND SIKA 201. Q ►+MIN. EXTERIOR GUARD HEIGHT = 36" CTURE BETWEEN EXTERIOR PLASTER ANDFFINISHED RAILING WITH PICKETS SPACED ESTRAPION PRODUCTS TO BE SEALED WITH A SEALANTMAXIMUM 4" BETWEEN PICKETS. PLYING WITH FBC2007 R613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR --- /�.0/�-_-" Z O TYPE II RAILS FBC R311.5.6.3 FOR GRIP 5.) M�� RA F MARY IJGH OPE IVU SIZE U O SPECIFICATIONS. HANDRAILS TO TERMINATE (FBC-8613.8.2) w fir' `rte O �5 TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY N WINDOW DOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" �- [-� TH O a WALLS BACKING ONTO ATTIC ~ � 0 WALLS BACKING . ONTO 6,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS Q U WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-Nl'101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL- NOT EXCEED 16% OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) LILJ INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS W SKYLIGHT, RAISED COFFERED CEILING, EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE WALL & CEI INC BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) = 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC--N1113.A,1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT AIA JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - FOR C.M.U. WALLS ALL DIMENSIONS � DOOR FROM GARAGE TO HOUSE ARF MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. l/VSIOL STRAPPING W DRYWALL AND EXTERIOR FINISH FOR SIDING OR 10, PRECAST CONCRETE STEP OR WOOD STEP CEMENTITIOUS FINISH. (WHERE NOT EXPOSED TO WEATHER) MAX. FOR EXTERIOR STUD WAL_L.._S, ALL Cn RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACF OF STUD TO OUTSIDE L, .1 CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 72 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM (EXCLL/DES I�8" CEMENTITIOUS FINISH Q z ANY OPENING & EQUIPPED WITH BACK DRAFT OR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM z ~ FACE OF STUD TO FACE OF STUD. `� 1 3 ASC."ACCESS (FBC- R1001) C ATTIC ACCESS HATCH 22"x30" WITH WEATHER - OUARL FOOTAGE CALCULATIONS ARE 111 STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F.MEASURED TO EXTERIOR SURFACE OF _2O � � X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN. --1 ATTIC AT HATCH LOCATION. (R-30) RIGID CEMENTITIOUS FINISH, MASONRY VENEER, ® LLJ INSULATION BACKING. OR SIDING (PER LLEVATION) AS OUTLINED = L.Lj IN AMERICAN NA TIONAL STANDARDS p INS R TU TF INC. (ANSI Z765-200,5) nnnn 3 � Q 0 CL LZ 12 J 1- DESIGN DRAWN A QUAD RA AT/TJF F CHECKED TJF F DWG.No. F JOB No. 905/117 F SCALE AS NOTED F DATE 06/22/11 AREA CALCULATIONS (ANSI) ELEV. ' FIRST FLOOR AREA 676 S SECOND FLOOR AREA 907 S TOTAL A/C AREA 1583 S COVERED PORCH AREA 50 S GARAGE AERA 373 S TOTAL AREA UNDER ROOF 2006 SF SHT OF 13.1A 2'- 0 71 N cv C 7_1N 4 4 3/4" RIECIES' I �F2 :I E 16"x63" PREFORMED STUCCO PANEL SHUTIERS VARIES 3" 4" jSCALL 2:1 N 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FIAT HEADER 112" STUCCO PLASTER FINISH (Ground Fl. TYP.) ELECTRIC METER NICHE 4" THICK CMV 2"DIA. CONDUIT -10 RUN THROUGH HOLLOW CORE OR CINDER BLOCKS — — ---- ELE u A SECTION NICHE VARIES 4- 3 7 SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER METER AT METER 7/8" STUCCO PLASTER FINISH (2nd FI. T'YP.)—,, SURROUND WITH ARCHED HEADER 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO TYP.) PLASTER (TYP) < PROVIDE CONTROL 1r)IN11 nn PAPTY REAR ELEVATION A 99 6:12 CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT PROVIDE CONTF-C JOINT ENTRY CYARAG"E ELEV 0 _r 0) _cD 00 TOP OF PLATE TOP OF PLATE TOP OF WINDOW 20% 28" FIXED WINDOW FIN. SECOND FLOOR 1"x6" RAISED S'IUCCO — PLASTER FRIF7E TRIM W/ SMOOTH FINISH (TYP) SOP OF WINDOW 36"x8'-0" FIRE RATED SOLID FRONT DOOR FIN. GROUND FLOOR FIN. GRADE 6:12 4' 6:12 pis GLASS AREA ON FRONT ELEVATION 'A'= 59.74 SQ. FT. FRONT ELEVATION A 99 6:12 6.. GLASS AREA ON SIDE ELEVATION 'B'= 9,33 SQ. FT, (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) T:�s'EI�iTRY 4 V-10" PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 112" STUCCO PLASTER FINISH (Ground FI. TYP.) -PRECAST STUCK -ON STONE VENEER TOP OF PLATE TOP OF WINDOW FIN, SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR FIN, GRADE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FL TYP.) PROVIDE CONTROL JOINT 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER o T 00 00 0 a_ L -Li 0 Li -t 302A < LLJ 0 1010 IE 0 — Z < cn LLJ 0 LLJ 0 LLJ LLi Ld < -) = 0 U a - DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE NOTED _AS DATE E — 06/22/11 302A WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GLNLRAL 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 PAI TERN AND HEAD HEIGHT, ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAIL S. T T Z C] U L� w 0 = _L w Cn CDy = a W n U 0 9 W U Cr) 2 C) -J � = Z _U CD W J CC' - - W m J G w w W _ a z t s 0- rwi77 C) O w Q �1 0 0 l s U O ~ Cr rr z O O < w �` T I `�' V) < C.� o W w - U 0 U - Z -_7-' - - w z =1z �) Z W - S 0 tZ Cr' � L C_ 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO W21 1H4 SH BLOCK ;=SINGLE HUNG 26�" 50j" 274" 50j" 9.32 NO W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 274" 634" 11.59 NO A W23 -1H6 SH BLOCK `.=SINGLE IIUNG 26"" 72" 274" 72 13.25 NO C2� __.__ _ 2438 SH FRAME - SINGLE HUNG SINGLE HUNG 28" 28" 28" 37" 44" 52" 60" 5105" 284" 284" 284" 374" 444 524" 604" 50j" 8.56 10.11 11.67 13.01 NO NO NO NO W26 2444 SH FRAME I I W277) 2450 SH FRAME SINGLE HUNG Ca CWH 24 SH BLOCK SINGLE HUNG �5 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES - Q C5>3 26 SH BLOCK SINGLE HUNG 37" 12" 374" 72" 18.50 YES NO ly W54 2440 SH FRAME `,INGLE HUNG 27" 47 274" 474" 08.81 O z W53 3040 SH FRAME :=>INGI. E HUNG 36" 48" 364" 484" 12.00 NO CAA]2'-8" W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES 1B W58 3060 SH -. FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES R4 CW9� 48x50 SH BLOCK SINGLE HUNG 48" 48' 50j" 63" 484" 484" 50j" 63" 16.88 21.00 NO �9_) 48x63 SH BLOCK SINGLE HUNG YES 45 MIN. W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 484" 72" 484" W9) 24.00 YES IN TLRIOR DOOR 8' CLG. TYR. 4040 SH FRAME SINGLE HUNG 48" 48" 16.00 NO W9� 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 8'-0" 1 <+J 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP, 4?) 2'-4" 8'-0" 1 DOOR SC', H E 1) U L F rb NOTES: 1) REFER TO BUILDERS DOOR MANUFAC IURER FOR SPECIFIC DETAILS 2) REFLR TO ELEVATIONS TO DETERMINE FXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS 10 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 FOYER ��ST U 0 7) 12'- J W TILE Qj w o m m -) o �m w r1 O \. 0 = a _I A METER 01 _ �_... 0 Q NICHF I10 w 6'- 1) 5'-4" 7„ I I ® J ® Ca C D) >_ J LLJ m _j LsJ Cn 7 O d - z c) O C22 r W Z - Q Q Cr J c i Z Q CY O Z r_ = O_ Y U J D w ly w - J D O < w = = F In z CL '2 (n O z O 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS CHECKED CAA]2'-8" 8'-0" 1 4" R4 45 MIN. 'YES 1B 3'-0" 6'-8" 1 4" R4 FOR 1 HR RATED WALLS C� 3'-0" 6'-8" 1 4" R4 ADD TRANSOM / ELEVATION TEMP GI ASS FRENCH 18 LT CD) 3'-0" 8'--0" 1 4" R4 �E) -5'-0" 8'-0" 14 R4 45 MIN. YES FOR 1 HR RATED WALLS �) 2'-8" 6'-8" 1 IN TLRIOR DOOR 8' CLG. TYR. 2'---8" 8' -0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. INTERIOR DOOR 9' CLG. TYP. �) 2'-6" 8'-0" 1 <+J 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP, 4?) 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. INTERIOR DOOR 8' CLG. TYP. (-E 2'-0" 6'-8" 1 $" C5� 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLC, TYP. C 2'- 2" 6' - 8" 1 INTERIOR DOOR 8' CL G. TYP. 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. INTERIOR DOOR 8' CLG. TYP. C77)1'-6" 6'-8" 1 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. SEE DRAWINGS BY CABINET M f= R FOR KITCHEN CAB ELEVATIONS r;lc� CV Lo i(x) I r` 6'-01„ 20' -0" 8'-9" PATIO 10'-0"x 6'-0" CONCRETE ( )O,-4„ 6080 PATIO DOOR I I I I I R I5, 611 16 A W91 5'-21 CAC DININC ROOM II - I _ 42"x42" I I I TILE ISLAND�' rr.ID3 I 6) S W N KITCHEN ' TIL17 D 6 =1N O I I _ --- DW 1 42' HIGH PROVIDE WALK-IN SNACK BAR F. - -- - - - - - - 5/8' TYPE "X" PANTRY- \ DRYWALL A UNDER STAIRS 14 1 3 " 3r-616" 5'-31„ - 5" 7'-11 cc I ST6R AT' l` NY J GATHERING ROOM `� J 0 HEADROOM CARPET I Lo m 3-6 15'-611" W 16 LLJD - -- -- - J CL Ct 0-10-1 Z CD S U __.. O Li Z _j Ld0 0 6 Y J 5'-10" 3' l 0�„ W } Q J n Cr CC) D lY w 7 0 D U) Cz O Cn 0 T Q l UP 17R II 4B ��PWD.1 3 6„ LnIno r-. SHUTTER DETAIL SEE SH1 -I 3.2B I d) r�'IN /131, 6 Q TILE11-1 M MIRROR DOO RO r -loo 11 1_3 rb -._ G A R A G E 09 4 LEDGE NLZ Ilk�O PROJECTION T11 1 FOYER ��ST U 0 7) 12'- J W TILE Qj W o m m -) o �m w r1 O \. 0 = a _I A METER 01 _ �_... 0 Q NICHF I10 I cv 6'- 1) 5'-4" 7„ I I ® J ® LTJ C D) LINE OF FLOOR ABOVE `------ - - ---.. ----- N LsJ Q TILE11-1 M MIRROR DOO RO r -loo 11 1_3 N Y W O J J U m cL 3 -6 �� T-6 W Lr Cr Q0 -._ G A R A G E 09 q U 0 LEDGE 5/8" PTD. PINE Ilk�O PROJECTION 1 mU J `D ( U 0 7) 12'- J W Qj W o m m -) o �m w r1 O \. 0 = a - 16" 16" DROPPED BULKHEAD VER TOILET 1 _ 0 I nl HWT �N PROVIDE PAN UNDER 7„ HWT 313„ 7'-08 2 -616 16 - PTD. DOOR ELECTRIC PANEL G A R A G E 09 OVER PTD. PINE LEDGE 5/8" PTD. PINE LOC. SEE PROJECTION X44 SF 78,> PORCH ` 271 SF SHE STRICAL 12'- 3 6„ W Y,-216„ o ELECTRIC A METER _ �_... Q NICHF I10 -------- 5'-4" 7„ I I ® J ® LTJ LINE OF FLOOR ABOVE `------ - - ---.. ----- = LsJ C22 'HUTTERS SEE SHT 2.2A �- 8'0"x17'0" O.H. GARAGE DOOR LI OF SYNTHETIC SONE WAINSCOT �y 6'- 6116 3'-8" 8'-0" 1 FIR s__ T FLOOR PLAN 99 LnIco r- 0 I .00 ryn, nr, (,,)HALLWAY ART NICHE S E C' 0 N D FLOOR PLAN OP fIONAL CANNED LIGHT PROVIDE 1/4"xl" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION X44 SF PTD. WINDOW CASING ` 271 SF PTD. BASE BOARD I I I I � I I 4" 2'-10" 4" TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. B HALLWAY ---,)STOP & DROP CONSTRUCTION NOTES _-LUnless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP01 1'--10" SIN 1' 2" 4�" 2' _ 1 " -IN 0 DRYWALL KNEEWALL A KITCHEN RAISED BREAKFAST BAR SECTION ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENT (FBC-M1503) JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICAILQNS, MICROWAVES LOCATED ABOVE A COOKING �--�,� \,-- �'"-`\/- �%�'✓�� -_� AF'F'LINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION SUBFLOOR AND FLOOR TRUSSES CEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER I/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTIITOU5 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 O 16" O.C. TO FLOORING 10'-0" MAX, I-IEIGFIT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED-._E3UILDING 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 3'-0" UCONCRETE CONSTRUCTION - CEMENTITIOIJS FINISH O 2 HOUR MASONRY P.9FiTY WALL. FINISHED TEXTURE COATING PER BUILDERS 1 � GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 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 IOP VERIFY THAT DELIVERED BLOCK HAS CORRECI OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING C�7 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 4- HOUR `�HAF_I LINER SYSTEM PARTY _.dam 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 S.II�(Z�EiiiTl_T.IQL�1S SHEATHING. SHAFT LINER ASSEMBLY PER UL �� U373 AND INSTALLED PER MANUFACTURERS �'/ BEARING PARTITIONS 2x4 SPF#2 iy 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 RQQF._QQNSTRIJCTION 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 05 @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED _FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES (FBC-N1104.ABC.1.2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF RIDGE VENTS (0'HAGINS, INC. OR EQUAL) AS ATTIC OVER LIVING SPACE PROVIDE R30 BATT/ BLOWN INSULATION ANU �/ u 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH OTILE TO BE CEMENT TILE BACKER GUARD PER FBC2007 6 INTERIOR STAIRS -SIT ._BlJ1LT FBC 2007 R702.4.2 R311.5 ��` 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. WINDOW GENERAL NOTES'` J AT BASE) EQUALLY SPACED &ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER 1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW - 5.7 5q. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24° SHALT- NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING 20" MIN. TREAD = g" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10° �, MINIMUM WINDOW SILL_ HEIGHT (FBC-R613.2) MAX. RISER = 7 3/4" ) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM - 6'-8" THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR = 12'-0" WINDOW SILL Of AN OPERABLE WINDOW IS 24" ABOVE FLIGHT Of' STAIRS FINISHED FLOOR FOR WINDOWS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) FOR WINDER STAIRS FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED == 6" �4.) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FBC-8613.8) MAX. WINDER DEPTH 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE OSURFACE OF THE EXTERIOR WALL FINISH OR WATER 7 HAND BAIL -FBC 8311.5. & 8312,1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MIN. STAIR HANDRAIL HEIGH f = 34" MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36° AAMA CLASS 800 OR 812. RECOMMEND SIKH 201. MIN, EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC/200.7 8613.8.1 HANDRAILS TO MEET REQUIREMENTS FOR M�yflt�ll�fERANCE FOf� M/A� r�^ TYPE II RAILS FBC 8311.5.6,3 FOR GRIP 5•) 5'f�l RY UGH OPE SIZE SPECIFICATIONS, HANDRAILS TO TERMINATE (FBC-8613.8.2) TO WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR 8311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH OWALLS BACKING ONTO ATTIC (FBC-N1102.ABC.1.2� g,) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD --B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE WALL &CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM. O SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHG C) = 0.85 5/8" TYPE "X" DRYWALL. ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2° WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NERC LABEL PROVIDING U -VALUE &SHG[ TO REMAIN ON AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL &STRUCTURALLY SUPPORT ALL. JOINTS IN ORDER TO BE GAS AND FUME DIMENSION &AREA NOTES TIGHT. -FOR G.M.U. WALLS, ALL DIMENSION S DOOR FROM GARAGE TO HOUSE ARE MEASURED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W DRYWALL AND AND WEATHERSTRIPPING. EXTERIOR FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENT/TIDO/S FINISH. 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR F_�h'TERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEATHING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EXCLUDES 718" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING &EQUIPPED WITH BACK DRAFT DR SIDING) DAMPER MAX. 25' DUCT LENGTH. 45' BEND = - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM ATTIC ACUE�..-(F��� 1 1 FA CF OF STUD TO FACE OF STUD. 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - SQUARE FOOTAGE CALCULATIONS ARE STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MEASURED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW .30" HEADROOM IN CEMENTITIDU.S FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR 5'/DING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS lNSTiTurE INC. (ANSI z7s.5-zao�) l7J AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA X44 SF GARAGE AERA ` 271 SF TOTAL AREA UNDER ROOF 1853 SF W o O Z Q I10 Ld ® J ® LTJ nj = LsJ �- < ® CL CL '2 J F -- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG. No. - JOB Ni. 905/ 117 SCALE AS NOTED DATE 07/14/11 - l7J AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA X44 SF GARAGE AERA ` 271 SF TOTAL AREA UNDER ROOF 1853 SF LLJ O VD (= o P4 Co QCI)ZF"''-� 0 < HZ a O � Q to C/) N W �QxC, � 7- P LTJ O O x �� a J ~ fx N E- O C\2 C W W 7 p D LL 4.1A Q W o O Z Q I10 Ld ® J ® LTJ nj = LsJ �- < ® CL CL '2 J F -- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG. No. - JOB Ni. 905/ 117 SCALE AS NOTED DATE 07/14/11 - 4.1A 3' z 444 1'-6" �'3 3/4" RECESS -- SCALE 2:1 PANEL `_1HUTTERS H VARIES SCALL 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WIIH FLAT HEADER i� I Ln 3/4" RECESS � L� SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 112" STUCCO PLASTER FINISH (Ground FI. TYP.) ELECTRIC MF FLR NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR INDER BLOCKS � ELE C lel E T E I� SECTION AT METER NICHE 5 6:12 7/8" STUCCO PLASTER FINISH -- « CD (2nd FI. TYP.)p X O 6" WIDE SCORED00 - WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) ppnvrnp GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ, FT REAR ELEVATION 99 A 6:12 7/8" STUCCO PLASTER FINISH (2nd FL IYP.) 1-0 1-e��j! E N �'f 1/ 4 99 19-059 � E PORCH GUTTER DRAIN TO STORM WATER PIPE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK–ON STONE VENEER JOINING -7 'UNIT ELEV PAIRED W/ TPTH05E ELEV. A 6:12 ■■■■■lmomm■■mommmimmmmm TOP OF PLATE o 7OP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SLCOND FLOOR 1"x6" RAISED S1UCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK–ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE (E3 (E4) GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT. FRONT ELEVATION 99 A99 1499 ` 19-099 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) (F 4) ENTRY (T; RA{rid ELEV. 99 n I co .• ro W Q Z O CL U cn w 0 �1111Jill, w -"t O •• 2 w »' 0 o •, C, Q Z 0: : xg (7 0 U •• !� ` Q �s�1111111�� o LL. 0 d+ oW� � L ITI W H O W _J CQ E- ILd W W < cn W 1 O Z a0 O_ Z ~ 3: > LL-) i Lij 12 O J O w = LJ o� � I Q U'5;--j N - Lj 3 <�® o ry Q CL __j� DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 — 4,2A SHT 0F P TnF) (1F PI LTF 2; LA GROUND FLOOR 10 SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8--3/4" ACTUAL 16 TREADS @ 9" EACH TOTAL FLR, TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS 'ECTION B3 STAIR S 99 9 11 t/4 — t —0 IN - ., T��1I� Ill =1�,; -;FCTIr7: A W F— Q M z O n�n L.1. L.L U c/) w 0 LLI L LI 7 Z 2 o� sa oWce) r- cn ~ E cc �o�QI2) E�U)�Fw.,Z.-. I 72 WEE- Id -�Z 0�x W CJD ® F— 0Wc\jd ~ Z �> LLI L LI 7 Z 2 DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 14-3A SHT OF cn D I 72 0z 000 ® ~ Z �> :2[ J ® LL1 tz In n J DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 14-3A SHT OF 0 WINDOW `.SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) RFFFR TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL. MUNTIN PATTERNS TO BL INSIDE WINDOW PANL. 5) REFF.R TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 32,T z F d CD iJ w O T S U) (n<� ' w 4' o O _ w w - < w m F ww w w a u z zw - z i CL z � 0 EL 0 s F- U O 1w w S 1 V) Zo w w - C� a L <t n ) w 03 <w - w s U Cr s -J W1� 2050 SH FRAME SINGLE HUNG 24" 60" 244 6011 10.00 NO EY- W21 1H4 SH BLOCK SINGLE HUNG SINGLE HUNG 262" 50j" 271" 50g" 9.32 NO I. OPT. C) C) On 1H5SH BLOCK 262' 63" 271" 6.31" 11.59 NO -FLOOR --ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS W23 11-16 SH BLOCK SINGLE HUNG 262" 72" 271" 72" 13.25 NO S J � 'w W15 2438 SH FRAME SINGLL HUNG 28" 44" 281" 441" 8.56 NO q0 C W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 521" 601" 10.11 NO w oW27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 11.67 NO 1 4" CW -91 24 SH BLOCK SINGLE HUNG 37" 50j" 374" 50j" 13.01 NO 3 1, 22\�� CW ) 25 SH BLOCK SINGLE HUNG 37" 63" .374" 63" 16.19 YES VERIFY THAT DELIVERED BLOCK HAS CORRECT WW 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 6'-8" C5� 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474 08.81 NO R4 W55 3040 SET FRAME SINGLE HUNG 36" 48" 364" 481" 12.00 NO C) 3050 SH FRAME SINGLE HUNG 36" 60" 361" 601" 15.00 YES W53 3060 SH FRAME SINGLL HUNG 36" 72" 5(51 721" 18.00 YES 2'-8" WW48x50 SH BLOCK SINGI. F HUNG 48" 50R" 63" 484" 50j" 16.88 NO 1 W92 48x63 SH BLOCK SINGLE HUNG 48" 484" 63" 21.00 YES PROTECTED) OVER SUBFASCIA. W9�48x72 SH BLOCK SINGLE HUNG 48" 72" 483" 72" 24.00 YES CW95 4040 SH FRAME SINGLF HUNG 48" 48" 481" 481" 16.00 NO W9� 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL FLEVAIION) C� 2'-4" 8'-0" 1 WATTIC OVER_ LIVING SPACE INTERIOR DOOR 9' CLG. TYP. Q5) 2'-0" 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 Al TICS 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 \\ 32,T 3,-22„ 2 W QU� L K GHEN 5 SHELVES FOR 9' CEILING w Io Q -+ CQ Q W m -J I MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND N C) J 0 w w> < I - -- ----- W22 FLUSH BREAKFAST A _ BAR 1 0 t� 52" / o m JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EY- EQUIPPED WITH BACK DRAFT DAMPER. rj T[T LSI MICROWAVES LOCATED ABOVE A COOKING 0 SPECIFICA. NS _ `��'�� APPLINCE SHALL COMPLY WITH UL923 I. OPT. C) C) FRAME WALL -CONSTRUCTION (2x4) CEMENTITIOUS FINISH 16 S SUBFLOOR AND FLOOR TRU.�,aE_,z- 3/4" T&G SUB ON PRE N IWPPE -FLOOR --ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 J m 3�: a � 0 I'd Z 0 S J � 'w F- J m W z F�-Y Y. _-' (n <tF_0 q0 C ~ w 2 U <_� J w w J w z 51-w O w = Ln Lr w ) v 7 1) 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS LAA7 2'-8" 8'-0" 1 4" R4 3 1, 22\�� < w u (E) 3'-0" 6'-8" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS 7 VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. "Ix2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. AH z z AT/TJF STRAPPING © 24" O.C. 1C 3'-0" 6'-8" 1 4" R4 REFLECTIVE INSULATION (R-4.1), 1/2" 19 ADD TRANSOM / ELEVATION WD) 3'--0" 8'-0" 14 R4 07/14/11 RATED CONTINUOUS FROM TOP OF MASONRY TEMP GLASS FRENCH 18 LI FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL I jERIOR STUD_ PARTITIONS C 3'-0" 8'-0" 1 4" R4 45 MIN. YES FOR 1 HR RATED WALLS O 2'-8" 6'- 8" 1 2-2x4 SPF#2 TOP PI..ATES. 1/2" INTERIOR INTERIOR DOOR 8' CLG. TYP. C2� 2'-8" 8'-0" 1 NON-BEARING PAR11 TIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED INTERIOR DOOR 9' CLG, TYP. SPF#2 OR 2_x6 SPF#2 @ 24" O.C. C3) 2'-6" 6'-8" 1 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM INTERIOR DOOR 8' CLG. TYP. �3�AA] 2'-6" 8'-0" 1 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 9' CLG. TYP. ROQF VVVLN_TjL,�IIQLL (4) 2'-4" 6'---8" 1 APPROVED HOUSE WRAP, FINISHED SOFFIT INTERIOR DOOR 8' CLG. TYP. C� 2'-4" 8'-0" 1 WATTIC OVER_ LIVING SPACE INTERIOR DOOR 9' CLG. TYP. Q5) 2'-0" 6'--8" 1 All WALLS IN TUB AND SHOWER SURROUND AREAS WITH INTERIOR DOOR 8' CLG. TYP, TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 A 2'-0" 8'-0" 1 R311.5 INTERIOR DOOR 9' CLG. TYP. �6) 2'--2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 2'-2 8 -0 1 (FBC-R310) INTERIOR DOOR 9' CLG. TYP. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED \/ J V- 6" 6'-8" 1 �" DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 8' CLG. TYP. W77�A 1'-6" 8'-0" 1 J" 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTLRIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. WINDOW -- 5.7 Sq, Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 5'- 4" A 21' 0" 10'-0" L 5'-8" PA]_10 10'-0"x 6'-0" CONCRETE GATHERING ROOM • t (-)0,-4„ 6080 PATIO DOOR W98 HIGH FG WINDOW -42" HIGH KNEEWALL W/ 313" 3,, W98 �,-6 3 „ PTD. PINE CAPPED 1'-7� ` 16 7'-1" 3'-4" 5'-6' HIGH FG. _ WINDOW T.A. PASS THRU v F.A. c� r ( D W �cr_ w RI cy 3„ \ / s z - -�5 -7� 5 -� SEE DRAWINGS` BY CABINET PAN. CD UP 17R MFR FOR --WITC,HEN CAB 00 -I - --- 6 ELEVATIONS Ln C (0 W92 MIRROR �, - DINING ROOM (') 7 -100 PWD TILE r TILE 32 DOOR 1 316 3-116 �, 103" 75„ -3' 3'=1 N 8 - STORAGE ' -�iN 1-100 - - - I HWTTI-SLOPED-)0 -4 ELECTRIC N I I CEILING PANEL PROVIDE PROVIDE LOC. SEE PAN SHT E5.1 BARRIER LINDER 5/8"TYPE "X" WALL HWT L - - - __ -I DRYWALL L_- __ -_ - UNDER STAIRS W A LnI00 h ELECTRIC Y METER w OGARAGE NIGHT w a_ LINE OF FLOOR ABOVE V) - - - - - - - - w r - W I 0 o N I I SHUTTER DE FAIL SEE SHT 2.2A 27'X 51" WINDOW I I y� II I 16'0"x7'0" O.H. DOOR Lr -:0 LINE OF SYNTIETIC STONE WAINSCOT I Ln n I r� 00 0 I 00 O �t f- rn J W Q < z a� �i h 0 J O W O u J `z ww r J 0 0� m z� 00 w C) 2: Cn IJ U1 (n N d 70'-111„ - - \ rM ASTER -U IiT- - - - - - - - - E -- - (CARPET 78 I I I I "0 I I BATH OASIS TILE o I I I I I C r x z HIS -- 0 If------- - (D m 0 \ - Q I `iiFI - �t a m Ii PROVIDE w PAN UND\ a� m WASHERLn \ Z I W. . G. I CD WW OPT. Uf�PERC3� HERW.I.C.I D I I ?LAUNDROPPED � N _j �) c nr N s \ FOYER �� �v \T ILE U / -, 0 12'-116"\ / (1 D BULKHEAD SECOND FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO14 TOTAL A/C AREA LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP rh Lli \\ 32,T 3,-22„ 2 W QU� L K GHEN 5 SHELVES FOR 9' CEILING Cn Io Q -+ CQ Q W m -J I MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND N C) J 0 w w> < I - -- ----- W22 FLUSH BREAKFAST A _ BAR 1 BASE CABINET t� 52" / o m JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EY- EQUIPPED WITH BACK DRAFT DAMPER. �cr_ w RI cy 3„ \ / s z - -�5 -7� 5 -� SEE DRAWINGS` BY CABINET PAN. CD UP 17R MFR FOR --WITC,HEN CAB 00 -I - --- 6 ELEVATIONS Ln C (0 W92 MIRROR �, - DINING ROOM (') 7 -100 PWD TILE r TILE 32 DOOR 1 316 3-116 �, 103" 75„ -3' 3'=1 N 8 - STORAGE ' -�iN 1-100 - - - I HWTTI-SLOPED-)0 -4 ELECTRIC N I I CEILING PANEL PROVIDE PROVIDE LOC. SEE PAN SHT E5.1 BARRIER LINDER 5/8"TYPE "X" WALL HWT L - - - __ -I DRYWALL L_- __ -_ - UNDER STAIRS W A LnI00 h ELECTRIC Y METER w OGARAGE NIGHT w a_ LINE OF FLOOR ABOVE V) - - - - - - - - w r - W I 0 o N I I SHUTTER DE FAIL SEE SHT 2.2A 27'X 51" WINDOW I I y� II I 16'0"x7'0" O.H. DOOR Lr -:0 LINE OF SYNTIETIC STONE WAINSCOT I Ln n I r� 00 0 I 00 O �t f- rn J W Q < z a� �i h 0 J O W O u J `z ww r J 0 0� m z� 00 w C) 2: Cn IJ U1 (n N d 70'-111„ - - \ rM ASTER -U IiT- - - - - - - - - E -- - (CARPET 78 I I I I "0 I I BATH OASIS TILE o I I I I I C r x z HIS -- 0 If------- - (D m 0 \ - Q I `iiFI - �t a m Ii PROVIDE w PAN UND\ a� m WASHERLn \ Z I W. . G. I CD WW OPT. Uf�PERC3� HERW.I.C.I D I I ?LAUNDROPPED N � 0 Y d ICJ _ U WALK-IN T a F LINEN 3 Ln3' 01" 00 81 2 -8�„ 3/'22„ 4„ iD _ Lo 6" 9,-1 2„ DN 7R o B A T H w TILE W 3 N C"6 8" - W25 BEDROOM 2 CARPET O 2 F 9FT. HIGH RAISED CEILING 1 a a- `n r 0w __j � C,7 _j v cr m OU w V) NQ ---7-1'F'-42 4„ - -----� I I I I V�ULTED CEILINIG I I I I EGRESS -I 36"X 74" ROOF BELCW W27 ARCH TOP C2) 3'-5" 6'- 3" 3'-62„ 3>_12„ 3'-102lo 11„ 20'-0" 0 N D E " FLOOR PLAN - ]FIRS"T FLOOR PLAN. HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD, DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD N I 00 QD I G7 X TILE / T BULKHEAD SECOND FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO14 TOTAL A/C AREA LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP COVERED PORCH AREAx---13 w3_\430 �/ \-�5'-5" 32,T 3,-22„ 2 J -2„ 4 -8„ ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, m 0 5 SHELVES FOR 9' CEILING Cn OPT. TUB & OP Q -+ CQ Q W m , -1 I MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND _j RANGE HOOD VENT (FB -M1503 D BASE CABINET 5" 52" / JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EY- EQUIPPED WITH BACK DRAFT DAMPER. rj T[T a0 MICROWAVES LOCATED ABOVE A COOKING 0 SPECIFICA. NS _ `��'�� APPLINCE SHALL COMPLY WITH UL923 I. OPT. C) C) FRAME WALL -CONSTRUCTION (2x4) CEMENTITIOUS FINISH 16 S SUBFLOOR AND FLOOR TRU.�,aE_,z- 3/4" T&G SUB ON PRE N IWPPE -FLOOR --ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS 3�: a '--_ BEDROOM 3 GALV. METAL LATH w/ WATER RESISTANT S J � 'w EVLRY 1000 S.F. BRACING IN ACCORDANCE m WITH TPI/WTCA BCSL (1/4') PANEL TYPE UNDERLAY UNDER RESILIENT AND WOOD CARPET Cn o m U-) q0 C 10'-0" MAX. HEIGHT (SEE STRUCTURAL uj w ? 17 cv z 51-w INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE CC c a w0 �- LTJ RATING OF 1 HOUR WHERE LIMITING DISTANCE v 7 J IS LESS THAN 3'-0" w Zo 18 2 HOI.1R MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF <C p SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED U PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 3 1, 22\�� < w u --- ITEM #.3 1.3 ALSO APPLY WITH 721.3.1 FOR W97 yN EQUIVALENT THICKNESS. cONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP 7 VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. "Ix2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. AH z z AT/TJF STRAPPING © 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD n N � 0 Y d ICJ _ U WALK-IN T a F LINEN 3 Ln3' 01" 00 81 2 -8�„ 3/'22„ 4„ iD _ Lo 6" 9,-1 2„ DN 7R o B A T H w TILE W 3 N C"6 8" - W25 BEDROOM 2 CARPET O 2 F 9FT. HIGH RAISED CEILING 1 a a- `n r 0w __j � C,7 _j v cr m OU w V) NQ ---7-1'F'-42 4„ - -----� I I I I V�ULTED CEILINIG I I I I EGRESS -I 36"X 74" ROOF BELCW W27 ARCH TOP C2) 3'-5" 6'- 3" 3'-62„ 3>_12„ 3'-102lo 11„ 20'-0" 0 N D E " FLOOR PLAN - ]FIRS"T FLOOR PLAN. HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD, DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD N I 00 QD I G7 3' 8" 1'..2„ 42„ 2,_12„ SIN SIN DRYWALL KNEE WALL N KITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) CONSTRUCTION NOTES (Unless ise Noted) FIRST FLOOR AREA 698 SF SECOND FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO14 TOTAL A/C AREA LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP COVERED PORCH AREAx---13 w3_\430 ADHERE 10 THESE PLANS AND SPECIFICATIONS AND '10 GARAGE AERA SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ` u j Z e--4 I� G : yix O „ ADHERE TO THE 2007 FBCR CODE AND AMENDMENTS, 1-1 O d' 5 SHELVES FOR 9' CEILING Cn STRUCTURAL. ENGINEERS DRAWINGS AND SPECIFICA11ONS, Q -+ CQ Q W m I - MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND _j RANGE HOOD VENT (FB -M1503 D ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE Q' EQUIPPED WITH BACK DRAFT DAMPER. ® REQUIREMENTS ARE TQ BE TAKEN AS MINIMUM a0 MICROWAVES LOCATED ABOVE A COOKING 0 SPECIFICA. NS _ `��'�� APPLINCE SHALL COMPLY WITH UL923 �. FRAME WALL -CONSTRUCTION (2x4) CEMENTITIOUS FINISH 16 S SUBFLOOR AND FLOOR TRU.�,aE_,z- 3/4" T&G SUB ON PRE J FINISHED TEXTURED COATING PER BUILDERS -FLOOR --ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS 3�: COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING LLJ GALV. METAL LATH w/ WATER RESISTANT __j EVLRY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSL (1/4') PANEL TYPE UNDERLAY UNDER RESILIENT AND WOOD V) M SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL uj � ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE � INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE i- < LTJ RATING OF 1 HOUR WHERE LIMITING DISTANCE v 7 J IS LESS THAN 3'-0" MNK CONSTRUCTION - 2 QLMNTITIOUS_E11`11St1 FINISHED TEXTURE COATING PER BUILDERS 18 2 HOI.1R 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) 6� < CONCRETE BLOCK WALL REINFORCED PER EL 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 DESIGN VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. "Ix2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. QUADRA STRAPPING AT 24" O.C. T -NAILED INTO AT/TJF STRAPPING © 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD DWG.No. REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR _QHAF_T..LINER SYSTEM.-E.�__W-A L INTERIOR DRYWALL. FINISH, TOTAL R -VALUE AS SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 07/14/11 RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL I jERIOR STUD_ PARTITIONS ANU INSTALLED PER MANUFACTURERS WBEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 RQQF CONSTRUCTION 2-2x4 SPF#2 TOP PI..ATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PAR11 TIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2_x6 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 4 PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROQF VVVLN_TjL,�IIQLL UNCONDITIONED SPACES (FBC-Nll04.ABC,1,2) VENT ROOF PER 2007 FBCR REQUIREMENTS. PROVIDE APPROVED HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS WATTIC OVER_ LIVING SPACE 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 INTERIOR STAIRS -SITE BUILT FBC 2007 R702.4.2 R311.5 1.) STRINGERS SHALL BE 202 SPF#2 (P.T. WINDOW GENERA NOTES`."JJ AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES STRUCTURAL ENGINEERS SPECS. ) (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 2.) TREADS SHALL, RE 2x12 SPF#2 RIPPED IN EVERY SLEEPING ROOM DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. WINDOW -- 5.7 Sq, Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 4.) THE LENGTH OF 2 RISERS + 1 TREAD OPENING = 24" SHALL NOT BE LESS THAN 24" OR MORE MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE THAN 25" OPENING = 20 MIN. TREAD = 9" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1" = 44" ABOVE FLOOR MIN. TREAD & NOSING = 10" 2 ) MINIMUM WINDOW SILL HEIGHT (FBC-R6"13.2) MAX. RISER = 7 3/, ' " FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MIN. HEADROOM 6-8 THE LOWEST PART OF THE CLEAR OPENING TO THE MAX. VERTICAL RISE FOR 12'-0" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FLIGHT OF STAIRS FINISHED FLOOR F OR WINDOWS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" 3) FIXED GLASS REQUIREMENTS (FBC-R613.2) EQB WINDER STAIRS. FIXED GLASS IS REQUIRED FOR WINDOWS LESS THAN 24" MIN. WINDER TREAD MEASURED= 10' 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" 4,) FLASHING SEALANTS AND WEATHERSTRIPPING AT ANY POINT (FB(.."_ R613.8) MAX. WINDER DEPTH = 12" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AIL - F�311 5 6 312• SURFACE OF THE EXTERIOR WALL FINISH OR WATER W MIN. STAIR HANDRAIL HEIGHT = 34" RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR MAX. STAIR HANDRAIL HEIGHT = 38" 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR MIN. INTERIOR GUARD HEIGHT = 36" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. Tp MIN. EXTERIOR GUARD HEIGHT = 36" JUNCTURE BETWEEN EXTERIOR PLASTER AND I FINISHED RAILING WITH PICKETS SPACED FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT 0o MAXIMUM 4" BETWEEN PICKETS. COMPLYING WITH FBC2007 R613.8.1 RIREMENTS /� /�-- TYP 11AILS RAILS FBCFR31E.Q5U6 3 FOR GRIPR 5.) M RA F MA RY R6IUGH OPENfflG SIZE SPECIFICATIONS. HANDRAILS TO TERMINATE (FB C-REd13.8.2) 10 WALL OR NEWEL POST PER FBC MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR R311.5.6.2 CONTINUITY A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH WALLS BACKING ONTO ATTIC O FBC-N1102.ABC. 1.2) 6.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS WALLS WHICH SEPARATE CONDITIONED LIVING METHOD -B (FBC-N1101.A) SPACE FROM UNCONDITIONED ATTIC SPACE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL SHALL BE INSULATED WITH R-19 BATT FLOOR AREA (FBC-N1101.1.2.2) INSULATION. INCLUDES VAULTED CEILING, INSTALLED WINDOWS SHALL HAVE PROPERTIES AS SKYLIGHT, RAISED COFFERED CEILING. EFFICIENT AS WINDOWS USED TO CALCULATE FOR 1100A. WINDOW PERFORMANCE CRITERIA ARE CONTAINED IN THE & CEILING BETWEEN GARAGE AND LIVING ENERGY GAUGE USA/FLA/RES ENERGY PROGRAM, OWALL SPACE MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) _- 0.85 5/8" TYPE "X" DRYWALL ON CEILING OF PASS RATIO. (FBC-N1113.A.1&2) GARAGE WITH LIVING SPACE ABOVE & 1/2" WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE DRYWALL ON WALL BETWEEN LIVING SPACE NFRC LABEL PROVIDING U -VALUE & SHGC 10 REMAIN ON o AND GARAGE MIN. R-11 IN WALLS AND THE WINDOW UNTIL FINAL ENERGY INSPECTION FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. - fOR C. M. L/, WALLS, ALL DIMENSIONS UQOR FROM GARAGE_.TO HOUSE ARE MEA USED FROM FACE OF 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR CONCRETE MASONRY UNIT. (EXCLUDES TO BE EQUIPPED WITH SELF CLOSING DEVICE INSIDE STRAPPING W/ DRYWALL AND AND WEATHERSTRIPPING. EXTER1C7R FINISH FOR SIDING OR PRECAST CONCRETE STEP OR WOOD STEP CEMENT/TIOUS FINISH. 0 11 (WHERE NOT EXPOSED TO WEATHER) MAX. - FOR EXTERIOR STUD WALLS, ALL RISE 7 3/4" MINIMUM TREAD 9" DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE CLOTHES DRYER VENT (FBC-M1502) FACE OF EXTERIOR SHEA THING. 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. (EYCL.UDES 7/8" CEMENTITIOUS FINISH 10'-0" FROM A/C CONDENSER, MIN. 36' FROM UR 1:;/DING ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH, 45' BEND - - FOR INTERIOR STUD WALLS, ALL 2.5', & 90' BEND = 5' DIMENSIONS ARE MEASURED FROM FACE OF .STLID TO FACE OF STUD. ATTIC ACCESS (FBC-R1001) 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER - .SQUARE FOOTAGE CALCULA TIONS ARE STRIPPING INTO ANY ATTIC' FXCFFDING 30 S.F. MEASiRED TO EXTERIOR SURFACE OF X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN CEMENT/TIO(/.S FINISH, MASONRY VENEER, ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. OR SIDING (PER ELEVATION) AS DUTI.-INED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) 3' 8" 1'..2„ 42„ 2,_12„ SIN SIN DRYWALL KNEE WALL N KITCHEN FLUSH BREAKFAST BAR SECTION AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 COVERED PORCH AREAx---13 w3_\430 SF GARAGE AERA SF TOTAL AREA UNDER ROOF 2142 SF LLJ n U L,J Q SHT OF 501B z N I _ Lj '� ` u j Z e--4 I� G : yix O „ Q 1-1 O d' . CO .., � Z Cn J Q -+ CQ Q W m I - Lij _j o D zO LA - SHT OF 501B z m 1-1 O d' Cn Q -+ CQ Q W m I - Lij C:6 D zO Q 0 Q' CC) ® a0 0 0 �O J z� Cn 3�: L..L] LLJ ® __j LLd V) M 0 SHT OF 501B m Cn Lij D O ® a0 � z� Cn 3�: L..L] ® __j LLd 0 uj � � o i- < LTJ v 7 J L - 6� < c) EL DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/14/11 SHT OF 501B z 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ, PTD. POLYURETHANE BRACKET N0. E3L2955 BY SPECTIS OR EQUAL (TYP.) 28"x33" LOUVER No. 575 BY THE 1,-6", 11 -N i . 2'--6„ 17' 8" SIDE ELEVATION 99 B ilk•. _ r -o.. W F-- C) RIDGE LINE WHEN PAIRED W/ TH02 6:12 � 672 6:12 1"x6" RAISED STUCCO 2"x3" RAISED STUCCO PLASTERPLASTER FRIEZE TRIM HEADER TRIM W/ SMOOTH FINISH r/i - W/ SMOOTH FINISH (TYP) Z ABOVE 1"x7" RAISED STUCCO —\ 6:12 0 PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP ■ PLATE U 1"x6" RAISED STUCCO (/') TOP OF WINDOW PLASTER FRIEZE TRIM LLJ 8 44 W/ SMOOTH FINISH (TYP) ■ • ' -- 14"x44" PREFORMED STUCCO PANEL SHUTTERS (SEE IffDETAIL) - .. 1'6" I x RAISED STUCCO 1"x6" RAISED STUCCO . PI ASTER SILL W/ SMOOTH PLASTER SILL W/ SMOOTH _ FINISH (TYP) FINISH TYP 6• FIN. SECOND FLOOR 1"x6" RAISED STUCCO • PLASTER FRIEZE TRIM 1"x6" RAISED STUCCO PLASTER W/ SMOOTH FINISH (TYP) TRIM LANDS W/ SMOOTH FINISH� TOP OF WINDOW 6"WIDE x18 1/2" HIGH x - - 18 1/2" PROJ. PTD. SMOOTH FINISHED WINDOW AND POLYURETHANE BRACKET DOOR SURROUND DETAIL WITH NO. BL2955 BY SPECTIS FLAT HEADER (SEE DETAIL) 2'-O" OR EQUAL (TYP.)�7o1/2" STUCCO PLASTERzj■�■■ ■ n ■ ■ �. _ N FINISH (Ground FI. TYP.) �� titi��....... �i� � L � 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) ',,• d O J MIR [120 �z.�. FIN. GROUND FLOOR PRECAST STUCK -ON ,� `, ©g,. N .''�� o ItHa _ STONE VENEER ��� � '-• ' ..,••' o� `�� J � o 00 FIN. GRADE ~���°jt�wlltp��,``` Ll- GLASS AREA ON FRONT ELEVATION 'B'= 50.15 SQ. F I. FRONT EI.EVAll I ION "B" J LL <> =- RIDGE LINE WHEN CD d� PAIRED W/ TH02 o w c•, t� .� �WzH E --- 6:12 W Lj ~ Lel � za o 6:12 ~ 1'-0„ 3„ 11„ „ 3/4" RECESS E-• LLJ L,J ■ SCALL 2:1 00 = 00 Q U 18"xG3" PREFORMED STUCCO PANEL SHUTTERS VARIES 3 SCALE 2: 1 (N 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER VARIES .3" - 7" 3q" SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 1/2" STUCCO PLASTER FINISH r (Ground FL TYP.) ELECTRIC METER NICHE 11 THICK CMV a "DIA. CONDUIT TO UN THROUGH OLLOW CORE OR INDER BLOCKS I cc (A ELEU METER tiEC'f10.1 AT METER NICHE TOP OF PLATE TOP OF WINDOW PPO -36"x48" BATH OASIS WINDOW (RIGHT -ALIGN W/ WINDOW BELOW) FIN. SECOND FLOOR TOP OF WINDOW 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR FIN. GRADE ■ : 37"x72" 37"x72" OITA9 53000] 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO ruASIER FINISH (Ground FI. -7 7F TYP.) GLASS AREA ON REAR ELEVATION FOR 'B'= 127.92 SO. FT. INCLUDES PPO WINDOW FOR BATH OASIS R,�.EAR ELEVATION "B99- 99 9 SHT OF 5.2B CD d� Qz� o w c•, t� .� �WzH E m r�o�w EnNW cc za o Z E-• E- 0 W 00 � d 00 Q U SHT OF 5.2B m cn ■ 00 00 0J Li � LTJ ®0 Q LTJ U 1 Ln ry <0C a- :2 ___1 F -- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/1 17 SCALE AS NOTED DATE 07/14/11 SHT OF 5.2B GENERAL NOTES DESIGN REQUIREMENTS 1 DESIGN LIVE LOADS (MINIMUM): AFLOORS - 40 PSF B BALCONIES - 60 PSF C DECKS - 40 PSF D STAIRS - 40 PSF E ROOFS - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBC 2007, REF. ASCE 7-05) 1. BASIC WIND SPEED = 120 MPH (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR = 1.00 BUILDING CATEGORY = II 3. WIND EXPOSURE (ALL SIDES) = B 4. INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -35 PSF, +26 PSF FOR ROOF LOCATIONS: -65 PSF, +11 PSF FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +11/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1 • WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2• WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS : TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF�SHINGLE TYPE ROOF CQVER) 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. STRAPSZCONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHERS. DRILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN EMBED. WASHER MAY BEN USED NILO 1/2" HD THRE /2"E JDED BOLT ANCHORS W/ LBP1 /2 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. 10. BLOCK BLOW-OUT AT PARTY WALLS WHERE BLOCK BLOW-OUT IS CAUSED BY EMBEDED 1/2" ATR, PATCH THE BLOCK w/ EPDXY THEN INSTALL AN ADDITIONAL 1/2" ATR 8"- 12" AWAY L 0 C H LA K 0 W..N H 0 V[ E 9' 5UNIT BYJILDIIl1G ".BUILDINOU #2 INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS DESIGN FFMSSURES OPENING TYPE N/V fir/ END ZONE MID ZONE a� ,...• .% o ZONE 5 ZONE 4 DOORS E • to + 25.9 + 25.9 WINDOWS r • O- j 5 - 34.7 - 28.1 8'-0" x ''-0" a + 22.8 + 22.8 GARAGE DOOR - 25.8 - 25.8 l(b'-0" x -'-0" + 21.8 + 21.8 GARAGE DOOR - 24.3 - 24.3 MINIMUM DESIGN PRESSURES BASED ON: REF. STANDARD ASCE -1-05 WIND SPEED (3 SEC. GUST) 120 M.P.H. EXPOSURE CATEGORY 5 BUILDING TYPE CL05ED 0 _O H U V) W 0 W Of 1111111Wtil N/V fir/ ... • �G ,,,.. • a� ,...• .% o a • to Z up �v 'vD �j r • O- j 5 Z a ,ems 0 _l Q �Uoa� p= ico Zo� _O H U V) W 0 W Of LLJ 0 ,Z wz�� Z A �EA H z _l Q �Uoa� p= ico Zo� om Z) 'E-4-�Cza c 19Ellv O a .. o , &z U U�wo x W ~[-�OaNE+ •� rn a F-- c C V a V) W V) O 0 0 (A v-. O ( 0 Z � OD N w�0 0 J 0 =WN Y k0 t- -j Z W _ - o uU J -_ CL _jm DESIGN DRAWN WMR LA CHECKED CFG 52 - DWG.No. 2110958 J08 No. SCALE NOTED DATE _AS 07/06/11 si SHT e N 3/16"=1'—V 6 Sl'M50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTC. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL 5E 1'-4" O.C. MAX UN.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 41 INDICATES 45• CORNER 5LOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE SEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. w Q 0 r, 211.0958 21'-0" 20'-0" w ol AS NOTED 20'-0" 20'-0" 07/06/11 21'-0" ,� �,. •.. �- " S2 10'-0" 10'-4" d � 9'-11" O_ 10'-0" 1 8'-3" 0. 10'-0" 1'-9" 1'-0 1/2" 10'-0" 8'-11 1/2" 10'-4" 10'-0" ' o.,'jj •''' r '••�p4�.,� 3 -------- o������� CL Of 1-------- -------� r— — — — — — — --- — — -- - o U I i I I I n t w THICK THICK I I THICK I I I I TIC ON. GONG. I A-�M it — ----- --------------- -T ---------- •1-— T--------- --- — —----------------- ■ I Q' -V FIN. FLR I I I I I I I I I I I I I I I I I I IT I IT I I I I I I I I I I I I■ T I \99Y � EL- I I I I I r� I I o\ep-v I ® I I N. I I \ I 3 In THICK cmc. BLAB W/I 6X6 WAA XWA4 U P. 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MAX UN.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM. 41 INDICATES 45• CORNER 5LOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE SEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. w Q 0 R! o _ Q wz°'�� A viz" C;d�z� O z oupm m 0-4 & 0 O 3 o Op, .0% Q z.. O .� W W LaoP0 x � z ui1a 004 C4 O O CJ w LL. w 2 N 0 a E 0 V) O co (nZH o0 � w�0 O = W N Y o :2-Jz LLJ �oQ�J O � o F a. :2Jm DESIGN DRAWN WMR LA p CHECKED- CFG r, 211.0958 JOB No. s w SCALE AS NOTED z DATE 07/06/11 ,� �,. •.. �- O Z S2 d � O_ rte , * I r- O Z O o.,'jj •''' r '••�p4�.,� o 3 LA- o������� CL Of U cn w R! o _ Q wz°'�� A viz" C;d�z� O z oupm m 0-4 & 0 O 3 o Op, .0% Q z.. O .� W W LaoP0 x � z ui1a 004 C4 O O CJ w LL. w 2 N 0 a E 0 V) O co (nZH o0 � w�0 O = W N Y o :2-Jz LLJ �oQ�J O � o F a. :2Jm DESIGN DRAWN WMR LA p CHECKED- CFG r, 211.0958 JOB No. s w SCALE AS NOTED DATE 07/06/11 ,� �,. •.. �- O Z S2 d � rte , * I r- O Z O o.,'jj •''' r '••�p4�.,� o 3 LA- o������� R! o _ Q wz°'�� A viz" C;d�z� O z oupm m 0-4 & 0 O 3 o Op, .0% Q z.. O .� W W LaoP0 x � z ui1a 004 C4 O O CJ w LL. w 2 N 0 a E 0 V) O co (nZH o0 � w�0 O = W N Y o :2-Jz LLJ �oQ�J O � o F a. :2Jm DESIGN DRAWN WMR LA p CHECKED- CFG 211.0958 JOB No. SCALE AS NOTED DATE 07/06/11 S2 SHT BUILD TO M) DEPTF NECE: HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN OC 4x4 PT SYP #2 COLUMN DO (4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) (10) 16d END NAIL KING 2x8 SYP #2 BUILT UP STUD COLUMN O(3) (2) 2x12's w/ 2x6 SYP #2 BUILT UP STUD COLUMN HEADER SCHEDULE (1) META16 FLOOR TRUSS TO CMU 1m # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER W 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS U.N.O. (2) 2X6's w/ T I KING 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES H2X6 1/2" SPACER STUD 0 HDR ® EA END T 1 (2) 2X8's w/ (8) 16d END NAIL KING WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO H2X8 1/2" SPACER STUD TO HDR ® EA. END 2 Q (2) 2X10's w/ (10) 16d END NAIL KING A) ALL CEILING HUNG SOFFITS AND SOFFITS H2X10 1/2" SPACER STUD TO HDR ® EA. END 2 (2) 2x12's w/ (10) 16d END NAIL KING 7. REFER TO MANUFACTURER SPECIFICATIONS FOR H2X12 1/2" SPACER STUD TO HDR ® EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 016" O.C. CONNECTOR LEGEND (1) META16 FLOOR TRUSS TO CMU 1m HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU HTS16 11 HTT4 w/ 5/8 ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK W 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS SOLID IN FLOOR BETWEEN COLUMNS F3 I LSTA24 BEAM/GIRDER TO COLUMN I 12 I HUC210-2 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 4] w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY EPDXY MIN. 5" EMBED (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 IHUC410 BEAM TO B/U COLUMN I F,5 IHTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED Fi�I LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I lb I MSTC40 COLUMN ABOVE TO COLUMN BELOW D IHU210-2I 11 I SUL26, TRUSS TO LEDGER Fel I (2) HTS16 TRUSS TO COLUMN OR TO HEADER I 18 I SUR26, TRUSS TO LEDGER ANCHOR BOLTS ® 32" O.C. 1st FLOOR ONOT USED FRAMING PLAII. 3/16"=1'-0" 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS ® 16" O.C— FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 12" O.C. CMU WALL PER PLAN O EYEBROW DETAIL GENERAL NOTES 1.FLOOR JOIST HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY 2. REFER TO TRUSS MAN. DRAWINGS FOR TRUSS DESIGNATIONS 3. ALL TRUSS/BEAM TO MASONRY CONNECTION TO BE META -16 (U.N.O.) FLOOR NAILING SCHEDULE FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.O.) WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 2X4 FRAMING OR PRE -ENG. TRUSSES 0 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4) 10d NAILS FOR CONY. FRAMED MEM. ONLY 2X6 FACIA 3/411811-011 /4"•1'-0" ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. W 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 Q CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. D 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND Z BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. 0 ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS a, @ 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING i TO BE PLACED WITH LONG DIMENSION PERPENDICULAR p TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL Q SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD c� USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL O OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x o 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN H NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY C6 Ry TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR LTJ COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. E CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. M ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE cr SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE a OF THE WALL, U.N.O. W O a SIMPSON H2.5A MAY BE USED ON CORNER ` W c JACK AND END TRUSSES WHERE UPLIFT E. DOES NOT EXCEED 535 LBS. "= REPLACEMENT FOR Z Q OMITTED STRAPS: U MISSED META -16 LINTEL STRAPS FOR MASONRY ON CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON c MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR 0 LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. Z 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. Q ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE ry LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT a TO DICTATE LOCATIONS OR CALCULATIONS 1— 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN �- FBC 2007 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: Ld SQ. FT. OF CLG=l AREA OF FREE VENTILATION REQ'D. Ll 1 0* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE V) V) r 0 2X6 PT LEDGER W/ 2X4 FRAMING OR (2) 1/4"X3-1/2" SDS PRE -ENG. TRUSSES SCREWS ® 16" O.C. ® 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FLOOR SYSTEM FASTEN PER PLAN AND CON. PER PLAN USE (4) 10d NAILS FOR CONY. FRAMED MEM. ONLY 2X4 SCABBED TO TRUSS VERTICAL w/ (2) 10d ® 3" O.C. 2X6 FACIA ATTACH 2X4 LEDGER TO SCAB w/(4) 10d NAILS co 3 EYE15ROW DETAIL 3/4„=1,_m„ i W Q D Z 0 CL U LTJ W W O a �I�IIIIfil N ` W c d•. T� 0::�. to M d O c A Cli J O `%% Z Q Z O �Ljr"0� 0 q�� •� Z z`� co Q 0-4 n � C5 a4oz c 1`4 v, ... ry ZOE in Op�� w 0 1— N Ea Z �- wwd cq Ld Ll V) V) r 0 0 �3 Z V) ° a V) � LIJ.O 0 J 0 La (4 i %- Q (� ° ` ~ J Z LU �__j J w Q 0 12. :2 J m DESIGN DRAWN WMR LA, CHECKED CFG DWG.No. 211_0958 -� JOB No. SCALE _ AS NOTED DATE 07/06/11 i i S4 SHT 2nd FLOOR FRAMING PLAN CONNECTOR LEGEND �) (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 OB (3) HTT4 wl 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR SYP HTS16 11 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK H2X6 1 /2" SPACER STUD TO HDR 0 EA. END SOLID IN FLOOR BETWEEN COLUMNS 3] LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 H2X8 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING STUD TO HDR 0 EA. END 2 4] 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 0 EA. END 2 ❑5 (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW H2X12 DRILL & EPDXY w SIMPSON SET EPDXY STUD TO HDR 0 EA. END 2 ❑6 HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW o HU210-2 1l SUL26, TRUSS TO LEDGER O (2) HTS16 TRUSS TO COLUMN OR TO HEADER ,a SUR26, TRUSS TO LEDGER 3/16"=V_C HEADER SCHEDULE COLUMN SCHEDULE O(2) # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN OB (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 Q H2X8 1/2 SPACER STUD TO HDR 0 EA. END 2 UP STUD COLUMN (2) 2X10's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR 0 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 1 st PLY TO EACH WALL STUD WITH (4) 1 Od ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS 0 6' O.C. PER ROW, STAGGERED 3" ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON—BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS 0 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. 2" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 0 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE—TO—FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1 680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2007 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE Z O F— CL U N W 0 COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN OB (3) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 a PT SYP #2 COLUMN O(4) Q 2x4 SYP #2 BUILT UP STUD COLUMN O(2) z 2x8 SYP #2 BUILT UP STUD COLUMN O(3) 2x6 SYP #2 BUILT UP STUD COLUMN Z O F— CL U N W 0 41a��� �' 04 q* •. Q•. ; y Z Z �` r V` Q M u1 :Z z `r-•4 0- �o: -' � a a .. ,• �4k, • -� Q P9�``0�� 0 -1 O * ���15111111 �► la. a Q CL z u _ t` O C_ L �Dzca �DawI zupM m o z z O o cx J . vi cl O U c � W � W 0 LJ 0 w Z 11 0 0 J � 0 =WN �. —j Z S _ WiQ -=o UJ �Q -_ 0 P -ELM Im DESIGN DRAWN LA CHECKED CFG DWG.No. 2110958 JOB No. - SCALE AS NOTED DATE 07/06/11 rn S5 0 SHT TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED LX FX_ LINTEL MARK NOMINAL HEIGHT #5 REBAR AT TOP MIN. (1) REQ'D 1/2" CLEAR #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L3F12 = L3F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS' 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST—IN—PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D—AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. —Precast Lintel PRECAST LINTEL LOADTABLE COMPSITE W/(1)#5 TOP & BOTTOM GROUT FILLED SOLID) LOADS LISTED CAST—CRETE, MARK BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. QUALITY PRECAST CO., WEKIWA CONCRETE, LOTT'S CONCRETE, AND FLORIDA ROCK IND. MAX. CLR. OPENING 6" DEEP 14" DEEP 22" DEEP 38" DEEP 8" DEEP 16" DEEP 24" DEEP 32" DEEP L1 1'-6" 3984 3665 X X 3166 6039 _ 9004 10000 L2 2'-2" 2745 3665 X X 3166 6039 9004 10000 L3 3'-2" 1384 366_5 X 2000 1974 4616 7269 9924 L4 L5 4'-6" 5'-4" 1025 X 3960 X 2000 X X X 1060 1261 2483 2653 3913 5350 4049 4849 L6 6'-2" 524 N/A X X 1055 2542 4029 5047 L8 8'-0" 340 N/A - X _ X 635 1534 2436 3127 L9 9'-0" 293 N/A X X 483 1170 1857 2404 L10 10'-0" 212 N/A X X 483 1170 1857 2555 L11 11'-0" 171 N/A X X 488 1224 1966 2721 L12 12'-0" 128 N/A X X 419 1053 1692 2341 L13 12'-8" N/A _ N/A X X 419 1053 1692 2341 L14 13'-4" N/A N/A X X 334 842 1352 1879 L16 16'-0" N/A N/A _ X X 272 611 988 1380 L18 18'-0" N/A N/A X X 240 611 1400 1980 L20 20'-0" N/A N/A X X 183 610 1300 1831 L21 20'-8" N/A N/A X X 183 610 1300 1831 L22 22'-8" N/A N/A X X 130 470 1250 1831 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L3F12 = L3F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS' 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST—IN—PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D—AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. —Precast Lintel w Q Z O a_ ry U Cn w O Li fll l I f LJ 11 BJJ// p CD Ld .. .W dr, Lu Ztr O .. V _j. o 3 z O Z o AzCL .� mzcn 10 rz 0 40 � 0;1 0 Ld A oa Z d w ILLI _j A. –� Z � O W W I� E N I _ i I i 0 ! V) v– ? 0 CO Z (n o0 ' V)I--- w�0 ' m 0 J 0 tIJ 0 = W N ., � Y o Z U Q ' W I- + o �UJ Q� — ' Q_ :2O m DESIGN DRAWN WMR LA CHECKED CFG � DWG.No. 2110958 JOB No. o SCALE z AS NOTED DATE 07/06/11 3 3 S6 H SHT 1/2" G.W.B. OVER VAPOR i 8" CMU BLOCK BARRIER W/ R-3 INSUL. BETWEEN 3/4" P.T. VERTICAL FURRING,m 24" O.G. (1) *5 FROM FTG. TO TIE BEAM SPLICE TO 3-1/2" CONC. SLAB II BE MIN. 30" GROUT Lu/ FIBERMESH REINF. CELL SOLID OVER (o MIL. I VAPOR BARRIER GRADE _.wl L_ I I_ i I -_._I=_ MONOLITHIC FOUNDATION' -III i III= i= ---.III- I I-1 -==__ _ (- I W/ (2) *5 DIA. RODS CONT. — —1 1 1 CLEAN FILL ON CHAIRS 1'_4� COMPACTED 1359. STANDARD DENSITY WHERE 2ND STORY OCCURS FTG SHALL BE 1'-8" WIDE w/ (3) *5 BARS OFOOTING SECTION UJ/ BLOCK 3 1/2" GONG. SLAB ------ ----_- GRADE S11—ii ii I�IIIII_ �- —III III; 8" x 8" THICKENED SLAB w/ (1) *5 CONT. OTNIC SHWR. i V i I I I I I I I I INTERIOR I I w m _ f 1=111 11— 1I=—I I—III 111-1 I-1 I I-1 m (1) *5 CONT. W/ 3" MIN. CLEAR NTS O2 SNU1R DET W Q ,a 1/2" G W B OVER VAPOR BARRIER w/ R-3 INSUL. BETWEEN 3/4" P.T. VERTICAL FURRING 6 24" O.C. 3 1/2" CONG. SLAB Lu/ FIBERMESH REINF. OVER (o MIL VAPOR BARRIER A/C CHASE PVC, SLEEVE TO 1: BE TWICE THE DIAMETER OF — PROTECTED PIPE 8" CMU BLOCK (1) *5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID GRADE 1/2" GYP. BD. EA. SIDE ----- X OF 2x 'S 6 16" O.C. 5P-4 (2x4) / 5P -(o (2x(o) 1/2" x 7 WEDGE /SP -8 02x8) ANCHORS (o" FROM 6 EACH STUD EA. END OF WALL TOP 3 BOTTOM AND 6 32 O.G. PT. BOT. PLT. _ ' d • •+ - i—I I—III—I I\ • ' • I I—III--_III—I �I i I-111-111-1 I. a ! 1-1 I I i (2) 05'S CONT. =111 111 I I1=1I I 111— W/.311 MIN. CLEAR 8" a" WHERE 2ND STORY OCCURS FTG SHALL BE 1'-8" WIDE W/ (3/15 BARS UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. 3/4" RECESS PER MFG, SLIDING SPECS GLASS DR. d ° 4 ° .a LOPE SILL F M ° a XP JOINT 4 1/2" CASING ALUMINUM THRESHOLD 3-1/2" GONC. SLAB (2500 P.S.I.) W/ (ox(o 10/10 W.W.M. AND (o MIL. VAPOR II BARRIER t PER SPEC i SLOPE SILL FORMED ON SITE 3/4" RECESS n — �cm °° A a FGa d° d EXP JOINT ON SITE FTG I O GN,4SE DETAIL r�Ts IO lO EXTERIOR DOOR �IL NTS INT. BRCS UJ,4LL FTG. NTS POURED SILLS I NON -LOAD BRG. WALL I I I I I I I I ♦ • (2) *5'S CONT. W/ 3" MIN. CLEAR all 8" KENED EDGE NTs I O OFFSET FOOTING NONBEARING 1/2" G.W.B. OVER y 11/2" P.T. VERTICAL II a" CMU BLOCK FURRING 6 24" O.G. II (1) *5 FROM FTG. TO II TIE BEAM SPLICE TO (3) *5'S GONT. BE MIN. 30" GROUT W/ 3" MIN. CLEAR II CELL SOLID I d` I• - —III=111.-1 I I ' ' • _ ' d . °" .. d: I I—III—_I e =1 I I ---I i lI I I_NI,. I I I=1I i �I I II I II I II I I, —1 I i-111-111-111�1 I— 8" 2'-0" 8" ,i fi��4R7Y U1,4LL FOOTING 3/4" =11-011 1/2" G.W.B. OVER VAPOR BARRIER W/ R-3 IN5UL. BETWEEN 3/4" P.T. VERTICAL FURRING 6 24" O.G. --� 3-1/2" GONG. SLAB Lu/ FIBERMESH REINF. OVER (o MIL. VAPOR BARRIER 1/2" GYP. BD. EA. SIDE OF 2x'5 6 16" O.C. 1/2" J -BOLTS (o" FROM EA. END OF WALL AND SPACE 632" O.G. ((o" MIN. EMBED) NO 2 1/4" WEDGE ANCHORS SP -4 2x4) / 5P-6 (2x6) _w ALLOWED /SP -a (2xa) 6 EACH STUD r? PT BOT. PLT, TOP BOTTOM d 4. (3) *5'S CONT. W/ 3" MIN. CLEAR 10" 10" UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. S OFFSET FOOTING NTS 5EARIN 3/4••=1�_��� a" CMU BLOCK BEYOND EXTERIOR DOOR I-11%. THRESHOLD SET IN SEALENT tj�,j __III ° ° III IIIIIIIII _ ° _• IIIIIIII III—I I I I 1=1 I I—I 11= W�NOLITHIC 2) *5 DIA. RODS CONT(( I ON CHAIRS WHERE 2ND STORY OCCUR FTG SHALL BE 1'-8" WIDE W/(3)'S BARS 12 ENTR *f DOOR DETAIL —_ CLEAN III COMPACTED STANDARD DENSITY 1/2" G.W.B. OVER 1 1/2" P.T. VERTICAL II 8" CMU BLOCK FURRING 6 24" O.G. II (1) *5 FROM FTG. TO (3) *5'5 CONT. II TIE BEAM SPLICE TO W/ 3" MIN. CLEAR BE MIN. 30" GROUT d) II CELL SOLID _w lY d 1101/21, A 9 w - —III—III—III �. • • . + ° " a ' ` � I I—III—I e —III—ISI- II ' °. . ♦ —_�I � _I I I_I I I—I I�=•' °.. •°•_ -4 � I I I I I I I I I I I I- 11=111 III=1 l-1 I =1 11-11 I-I=1I 8" 2'-0" all I 13 Cx,4RACzE CURB NTS AT PART`r'U1ALL FILLED CELL GARAGE IN TOP VIEW 6 CORNER GARAGE WALL 3 1/2" CONC. SLAB 411 7 -.- _ r y =1 11=1 11—_ 11=1 =1 11=1 I I III—_—_—_i 11=1 I' ELI I I1=1I =I I I—I I I—I I Is" x 8" THICKENED —III—III"-1 I —I 11=1 11=1 11-' COON . w/ (1) +►� I ►—III -1 I 1=1 � OTHICKENED EDGE QGARAGE DOOR 14 NOT USED 3 1/2" GONG. SLAB w/ FIBERMESH REINF. OVER (o MIL. VAPOR BARRIER — 8" CMU BLOCK NTS (1) *5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL 50LID MONOLITHIC FOUNDATIO-11!!!� -�CLEAN W/ (2) *5 DIA. RODS COMPACTED FILL CONT. ON CHAIRS 1'-4" 6 95M STANDARD DENSITY WHERE 2ND STORY OCCURS FTG SHALL BE 1'-8" WIDE W/ (3) *5 BARS NTS GARAGE CURB DETAIL 15 NOT USED NTS L,j Q Ld W O ii -Z cr Ci Ito cc z 0 0• Q •1.1- O�6 _j � �11111111� y a V) Z E 0 r - Q O ~O WZO~� W A .0 in Z rn as �rz O Z z 0;1 0 m D F�arZ � 0 '.- In. a 00 u� Z W W Q Q Vao 0 . iIa a � Z FoaCqH D Q U w D Lu W N a 0 0 Ira (A � I Oil Om Z V)la � w�O0 BJ s D 2wN Y �JZ W OQUJ —_ _jm ct DESIGN DRAWN WMR �A r� CHECKED CFG DWG.No. 2110958 JOB No. SCALE AS NOTED DATE 07/06/11 SD1 SHT 1/2" GYP. BOARE DECKING PER FLOOR NAILING SCHEDULE 1/16" O.S.B. SHEATHING 2x4 STUDS 6 16" O.C. 2x4 BOTTOM PLATE TRUSS PER PLAN 1/2" ANCHOR BOLT w/ WASHER a 32" O.C., DRILLED AND EPDXY w/ SIMPSON SET EPDXY, OR EQUIV., MIN, 4" EMBED ad NAILS m 3" O.C. WALL SHEATHING TO BOTTOM PLATE 0.5.8. TO OVERLAP BOT. PLATE 1 1/4" (MIN.) all CMU WALL NOTE: REFER TO TRUSS MAN. SPECS FOR BLOCKING REQ. 1 2 STORY' CONNECTION ow P�4i��LL�L UJ�LL 1 1/2'=1'-011 O 1/2" GYP. BOARD v 1/16" O.S.B. SHEATHING 2x4 STUDS 6 16" O.G. DECKING PER 2x4 BOTTOM PLATE FLOOR NAILING SCHEDULE ATTACH RIBBON 0 BOARD TO TRUSS w/ (3) 106 NAILS ATTACH SHEATHING TO p RIBBON BOARD WITH 3�f ad NAILS w 311 O.C. "—ATTACH SHEATHING TO FLOOR TRU55E5 WITH (2) 8d NAILS EVERY 3" t O.C. a. 1/2" GYP. BOARD META16 PER PLAN ° PT Ix NAILER AS REQ'D. E4 8" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 2 5TORY CONNECTION FERF. WALL 1 1/2" = 11-011 WALL TO FLOOR TRUSS CONNECTION DETAIL 1/2 " GYP. BOARD DECKING PER FLOOR NAILING SCHEDULE (2) 106 NAILS g 6" O.G. TRU65 TOP CHORD t0 2X4 2x4, CONTINUOUS — META16 6 EACH — TRUSS VERTICAL GYP. BOARD q ° a PT Ix NAILER A5 REQ'D. — 1/16" O.S.B. SHEATHING 2x4 STUDS 6 16" O.G. 2x4 BOTTOM PLATE Sd NAILS 3" O.G. WALL SHEATHING TO TRU55 BOTTOM CHORD 2 5TOi2"'I' CONNECTION PARALLEL WALL 11/2'=1,_m11 1/16" OSB OR 1/2" PLYWOOD LvL OR GIRDS PER PLAN ad NAILS 6 3" �. BOARD 4G PER NAILING ULE NOTE: REFER TO J015T MAN. 5PEC5 FOR BLOCKING REQ. 2 STORE' CONNECTION & AT f=.4fRAL L E L WALL NTS MAIL TO BRG WALL PER IT INUOUS FROM TOP OF TO BOTTOM PLATE. ,OTTOM PLATE )WN H10 (OR H10-2 FOR )TTOM PLATE TO EACH T FLOOR DECKING TO ATE STRAP V- 4 A.F.F. BRG. HGT. 158 PER PLAN (1 OR 2 PL IES) 1":1'_011 2X NAILER W/ (2) 10d NAILS 16" O.G. 2X4 s 16 O.C. ROOF SHEATHING FASTEN PER PLAN (TYP) 11/2 " GYP. BOARP -\ EXT. SHEATHING CONT. FLOOR DECK FROM TOP PLT. TO BOT. OF GIRDER, FASTEN PER PLAN GIRDER PER PLAN 2X NAILER W/ 106 NAILS 6 16� O.G. TRUSS WALL TO GIRDER CONNECTION DETAIL 11/211=11_/11 HU26 TRUSS TO LEDGER DOUBLE 2X8 LEDGER. ATI let PLY TO FLOOR TRUSS L 10d NAILS IN EACH VERTIC ATTACH 2nd PLY TO let PLY WITH (2) ROWS OF 10d NAILS 's 6" O.G. PER ROW STAGGERED 3" O� TRUSS TO LEDGER CONNECTION L �N MID -POINT BLOCKING BETWEEN 51 TRUSS (BY OTHERS) HGAIOKT m 48" O.G., TRU55 TO TOP PLATE DOUBLE TOP PLATE, U.N.O. SP4 6 EACH STUD FIRE RATED WALL SYSTEM, SEE ARCHITECTURAL PAGES FOR DESCRIPTION 2x STUDS w 16" O.C. PER PLAN 5P4 9 EACH STUD 16" HIGH KNEE WALL, STUD SPACING 16" O.G. FLOOR 5Ws HGT REFER TO PLANS 1/2" DIA ALL ROD 6 48" O EMBED, DRIL Lu/ SIMPSON 8 OR EQUI VALE 2x4 PT FURRING g 24" O.G. " CMU WALL ) 15 FROM FTG. TO IE BEAM SPLICE O BE MIN. 30" :ROUT CELL SOLID O 2 STORYPARTiUJALL SECTION STAIRS MID -POINT BLOCKING BETWEEN 51 TRUSS (BY OTHERS) HGAIOKT m 48" O.G. TRUSS t0 TOP PLATE a DOUBLE TOP PLATE, U.N.O. SP4 �l EACH STUD FIRE RATED WALL SYSTEM, SEE ARCHITECTURAL PAGESFOR DESCRIPTION 2x STUDS 6 16" O.G. PER PLAN 5P4 a EACH STUD FLOOR DECKING PER PLAN FLOOR SYSTEM PER PLAN 1/2" DIA ALL THREAD ROD 6 48" O.G., 5" EMBED, DRILL t EPDXY w/ SIMPSON SET EPDXY OR EQUIVALENT 2x4 PT FURRING 24" O.C. 2 STORY FARTYUJAL L SECTION " CMU WALL 1) 05 FROM FTG. TO IE BEAM SPLICE O BE MIN. 30" TROUT CELL SOLID LLI F— Q M Z O CL F U W D W ry a: ��11111/� 2`n) d • Z :to*-) U_ -Z 0. 0Z � J -,J c 4�i It N 4 �.0: -? Q10 G_ o �, •..... • •�.'' J O & �iirrrIII%%% a 0 Q wz�'�� v� Z Q o cc ZOEAV. r-1 V! Cy a ary o� 0 Q z �� z U W 0 C 5 W Z O • O a Q FoaCqF ^ o �c� V � W rn W Ea N 0 p 0 Z V) o0 F-- w00 �O—J 0 2WN Q W = 0 I— U 0<0 CL :2 J m DESIGN DRAWN WMR LA CHECKED CFG DWG.NO. 2110958 JOB No. SCALE AS NOTED DATE _ --- 07/06/11 SD2 SHT FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS W 6" FROM ENDS AND 16" O.C. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL _ 2x6 SCUDS 6 16" O.G. 5/8" TYPE X GYP BD W/ 5P6's TOP < BOTT PROVIDE 114" PLY ON BOT. OF BLOCK BUCK SPECIFIED BY WINDOW/DOOR REFER TO ELEV. MANUFACTURER FOR OVERHANG ARCH WINDOW 2 TYI=. CORNER VERT. �,, „=�,-0„ MARBLE BILL NTS NTS 3 TIS �3EAM DTL. z 2 STORY CONNECTION FRAMING DETAIL WALL REINFORCING IX2 P.T. FURRING WINDOW Q ALT, W1 FIRE RATED PANEL 6 2'-0" O.G. PER FLOOR PLAN } PRECAST GONG. 1/2" GYP. BOARD SHEATHING BILL TYP. � ALL � - WINDOWS 2x4 STUDS pa >: DECKING PER 16" O.C. U W NOTES: FLOOR NAILING ry 1" 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND DOOR 455EMBTO O CONFO M R 3/4" PURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 200 TIE -BEAM 2. 2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND _ - _ - _ - _ - _ _ _ 1X4 P.T. NAILER ATTACH �+! p INTERIOR FACE OF WINDOW, FASTEN VERT REINF. BEYOND SHEATHING c a - BUCK TO MASONRY W/ (1) ROW OF 3/16 Sx8x16 CONG BLOCK "X4" TAPGONS i WOOD BABE I I TO RIBBON RECE55E 6" FROM ENDS AND 16" O.C. MAX. II PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3-1/2" GONG. SLAB ad NAILS 6 `�ti \' r•••••••. ��� °�� o w o HEADER _ 3. BUCKS LESS THAN 2X TO BE FASTENED PER PLAN 3" O C g '� �' % N a Z W/GUT NAILS OR EQUIVALENT, STRUCTURAL _ - _ - _ I I MAIN FLOOR • �••• U ' r _ ELEV 0'-0" ATTACH = d Q' O CONNECTION OF WINDOW TO 5TRUCTURE BY OTHERS IN THIS CASE. - - - - - - - I c ,, 4 . � M 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE SHEATHING• �} Q °y TO FLOOR ` ; �' ADDED 70 EXISTING 2X BUCKED OPENING, USE I I =III I -_-_ - y 4 •: • _ TRUSSER r=I I —� REFER FOUNDATION WITH (2) �'/'�i •°•••�� �� 'J OJ (3)ROW5 OF 10dX3" NAILS 6TAGGERED612" O.G. I I=I I=" I ° e. III=III=III= PLAN FOR FTG. Sd NAILS GEA. SUCCESSIVE BUCK III=III I=I - INFORMATION 4 EVERY 3" 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED —I I -III I—I POURED CELL W/1 "5 BAR I/2" GYP • META16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I I—I I I _ I-1 I I—I I i— CONT. FROM BEAM TO - - BOARD BUCK SPECIFIED BY AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. I I 1—I I r I 1 ° WINDOW/DOOR I I 1—I 11E1 I III—I 11=I MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I II=I I I=1 I I—� I I- PT lx NAILER AS TO 2X BUCK W/ (2) ROWS OF 86 NAILS 616" O.G. FASTEN =111- WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. Lall CMU WALL p NTS Q w�w�� STEP DOWN TIE SEAM NTS TYPICAL 5LOC< WALL SECTION 12 2 STORY CONNECTION � �— A �o � c DOOR �UCfG DTL. NTS AT C,4NTILE1rEfiZ X11=11 -m° W wz H z ;10 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS ,$ EA. L) U64 C� = co CENTER BUC0-.4K �` END. BLOCK ADJACENT BAYS 6 EA. REFER TO Z' C A m e DIAGONAL AS SHOWN. FASTEN ROOF �- PLANS FOR (1)"5 IN TIE BEAM SHEATHING TO BLOCKS w/Sd NAILS I'-4" MAX EXACT SIZE OF r-7 0 a p - - - - - - - 6 (0 O.C. O.H. c � A � v -------------- Q I Q z d co � �Z C Cll"5 BAR IN PRECAST LINTEL eCONT. 2X4 � W U O p x 3/8 DIA. ANCHOR Z VERTICAL IN GROUT FILLED 2X4'S 6 24 O.C.IMP50N HGA-10 6 ~ E-4 CELL 2 X 4 P.T. TOP BUCK.WGABLE END _w I //� `n 48" O.C. � ~ � Q U N (Y (11"5 VERTICAL IN SHEATHING 055 NOT REQUIRED V / > GROUT FILLED CELL eTO BE (AS REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO 16d NAILS FASTEN PER PLAN. TRANSITION FROM Ld BLd 51DE OF OPENING BLOCKING SPLICE AS REQ'D. TOR gSPLT. TO GABLE I� ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO SIMPSON HGA-10 6 �' BE GROUT FILLEDAT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.G. e DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16d DBL. 2x4 TOP PLT. 0,-0" WASHER W/ EACH ANCHOR. NAILS. _ OSB NOT REQUIRED (let BOLT TO BE 8" MAX. ABV. CURB, REST FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) TO BE CONT. 6 THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER O.G. MAX. 45• FROM TRUSS PLAN. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10•) SIMPSON H-10 AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP �' O GARAGE CURB (8" MAX.) FROM EAVES. PLT. j� 11C� VERT. REINFORCING , S 5UC�G DETAIL EXTEND SHEATHING «•• NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING 13 NOT """ � O ,�i�=, -��i NTS SIMPSON H-10 TO BOTTOM OF/� WALL DIAGONALTO BEAM NAIL w/ 8d��"� CONNECTION _ BEAM NAILS 6 3" O.C. Z (n 10 -NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING••• WHO }3E�4M CONNECTION a O J -- TIE -BEAM-- ,111EXT. � PRE-ENGINEERED WD TRUSS, 24" O.C. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE 2WN SHEAT • PER BILL (2) PT 2X6 0'2 COR BETTER) 5YP PRECAST BILL SIMPSON A23 z Y = 6EA. BRACE }. <0 1 3 �4" OLD 0 TO PLT. Q m J 7 ®1■ PT 2X8 PLT., CANT. FOR z 1/2" J -BOLTS w/ CANT. _ DECKING PER CLG. NAILING WASHERS (MIN. 6" SURFACE al EMBED) MIN. 6 ■'-IPRECAST Z ,—■ 1 0 Q 0 R-30 INSULATION FLOOR NAILING PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO mII _... GABLE END TRU55 TRUSS 50T. CHORD —1 DESIGN DRAWN TO PLT. 6 12" O.C. •••NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING— SCHEDULE `� � WMR I W CHECKED CFG 1•••1GA10KT 6 32 O.G. CMU WALL OR - DWG.No. 2110958 ALL LAPS IN MASONRY 25" BUCK SPECIFIED BY WINDOW/DOOR REFER TO ELEV. MANUFACTURER FOR OVERHANG ARCH WINDOW 2 TYI=. CORNER VERT. �,, „=�,-0„ MARBLE BILL NTS NTS 3 TIS �3EAM DTL. z 2 STORY CONNECTION FRAMING DETAIL WALL REINFORCING IX2 P.T. FURRING WINDOW Q ALT, W1 FIRE RATED PANEL 6 2'-0" O.G. PER FLOOR PLAN } PRECAST GONG. 1/2" GYP. BOARD SHEATHING BILL TYP. � ALL � - WINDOWS 2x4 STUDS pa >: DECKING PER 16" O.C. U W NOTES: FLOOR NAILING ry 1" 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND DOOR 455EMBTO O CONFO M R 3/4" PURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 200 TIE -BEAM 2. 2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND _ - _ - _ - _ - _ _ _ 1X4 P.T. NAILER ATTACH �+! p INTERIOR FACE OF WINDOW, FASTEN VERT REINF. BEYOND SHEATHING c a - BUCK TO MASONRY W/ (1) ROW OF 3/16 Sx8x16 CONG BLOCK "X4" TAPGONS i WOOD BABE I I TO RIBBON RECE55E 6" FROM ENDS AND 16" O.C. MAX. II PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3-1/2" GONG. SLAB ad NAILS 6 `�ti \' r•••••••. ��� °�� o w o HEADER _ 3. BUCKS LESS THAN 2X TO BE FASTENED PER PLAN 3" O C g '� �' % N a Z W/GUT NAILS OR EQUIVALENT, STRUCTURAL _ - _ - _ I I MAIN FLOOR • �••• U ' r _ ELEV 0'-0" ATTACH = d Q' O CONNECTION OF WINDOW TO 5TRUCTURE BY OTHERS IN THIS CASE. - - - - - - - I c ,, 4 . � M 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE SHEATHING• �} Q °y TO FLOOR ` ; �' ADDED 70 EXISTING 2X BUCKED OPENING, USE I I =III I -_-_ - y 4 •: • _ TRUSSER r=I I —� REFER FOUNDATION WITH (2) �'/'�i •°•••�� �� 'J OJ (3)ROW5 OF 10dX3" NAILS 6TAGGERED612" O.G. I I=I I=" I ° e. III=III=III= PLAN FOR FTG. Sd NAILS GEA. SUCCESSIVE BUCK III=III I=I - INFORMATION 4 EVERY 3" 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED —I I -III I—I POURED CELL W/1 "5 BAR I/2" GYP • META16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I I—I I I _ I-1 I I—I I i— CONT. FROM BEAM TO - - BOARD BUCK SPECIFIED BY AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. I I 1—I I r I 1 ° WINDOW/DOOR I I 1—I 11E1 I III—I 11=I MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I II=I I I=1 I I—� I I- PT lx NAILER AS TO 2X BUCK W/ (2) ROWS OF 86 NAILS 616" O.G. FASTEN =111- WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. Lall CMU WALL p NTS Q w�w�� STEP DOWN TIE SEAM NTS TYPICAL 5LOC< WALL SECTION 12 2 STORY CONNECTION � �— A �o � c DOOR �UCfG DTL. NTS AT C,4NTILE1rEfiZ X11=11 -m° W wz H z ;10 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS ,$ EA. L) U64 C� = co CENTER BUC0-.4K �` END. BLOCK ADJACENT BAYS 6 EA. REFER TO Z' C A m e DIAGONAL AS SHOWN. FASTEN ROOF �- PLANS FOR (1)"5 IN TIE BEAM SHEATHING TO BLOCKS w/Sd NAILS I'-4" MAX EXACT SIZE OF r-7 0 a p - - - - - - - 6 (0 O.C. O.H. c � A � v -------------- Q I Q z d co � �Z C Cll"5 BAR IN PRECAST LINTEL eCONT. 2X4 � W U O p x 3/8 DIA. ANCHOR Z VERTICAL IN GROUT FILLED 2X4'S 6 24 O.C.IMP50N HGA-10 6 ~ E-4 CELL 2 X 4 P.T. TOP BUCK.WGABLE END _w I //� `n 48" O.C. � ~ � Q U N (Y (11"5 VERTICAL IN SHEATHING 055 NOT REQUIRED V / > GROUT FILLED CELL eTO BE (AS REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO 16d NAILS FASTEN PER PLAN. TRANSITION FROM Ld BLd 51DE OF OPENING BLOCKING SPLICE AS REQ'D. TOR gSPLT. TO GABLE I� ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO SIMPSON HGA-10 6 �' BE GROUT FILLEDAT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.G. e DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16d DBL. 2x4 TOP PLT. 0,-0" WASHER W/ EACH ANCHOR. NAILS. _ OSB NOT REQUIRED (let BOLT TO BE 8" MAX. ABV. CURB, REST FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) TO BE CONT. 6 THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER O.G. MAX. 45• FROM TRUSS PLAN. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10•) SIMPSON H-10 AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP �' O GARAGE CURB (8" MAX.) FROM EAVES. PLT. j� 11C� VERT. REINFORCING , S 5UC�G DETAIL EXTEND SHEATHING «•• NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING 13 NOT """ � O ,�i�=, -��i NTS SIMPSON H-10 TO BOTTOM OF/� WALL DIAGONALTO BEAM NAIL w/ 8d��"� CONNECTION _ BEAM NAILS 6 3" O.C. Z (n 10 -NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING••• WHO }3E�4M CONNECTION a O J -- TIE -BEAM-- � PRE-ENGINEERED WD TRUSS, 24" O.C. ON EVERY OTHER STUD 2x6 DBL. BOTTOM PLATE 2WN (1),433 EA. SIDE OD 2X w/ 3/16"x3-1/4" TAPGONS TO CMU AND (4) 106x1Y" NAILS PER CONNECTOR (1) 6IMP50N A33 EA. SIDE OF 2X w/ 31161'x2-114" TAPCONS TO CMU AND (4) 10dA" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST BILL (2) PT 2X6 0'2 COR BETTER) 5YP PRECAST BILL SIMPSON A23 z Y = 6EA. BRACE }. <0 1 3 �4" OLD 0 TO PLT. Q m J 7 PT 2X8 PLT., CANT. FOR z 1/2" J -BOLTS w/ CANT. _ DECKING PER CLG. NAILING WASHERS (MIN. 6" �-- 0 Ld = SURFACE al EMBED) MIN. 6 Z p FROM EA. END AND 1 0 Q 0 R-30 INSULATION FLOOR NAILING PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO mII _... GABLE END TRU55 TRUSS 50T. CHORD —1 DESIGN DRAWN TO PLT. 6 12" O.C. •••NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING— SCHEDULE `� � WMR I W CHECKED CFG 1•••1GA10KT 6 32 O.G. CMU WALL OR - DWG.No. 2110958 ALL LAPS IN MASONRY 25" �� HURRICANE ANCHOR AT EACH TRU55 JOB No. TIE BEAM COURSE SCALE AS NOTED W/(11"5 CONT. r -NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING•°* 0 w (REFER TO ROOF PLAN) Ci"IU11J,41 CONNECTION L CONNE =Om (1)05 CONT. IN TIE RUNNING BAR iv f' BEAM COARSE TILE ON (APPLIED ACCORDING TO TYPE X GYP. BD. MANUR SPEC.) 15" ROOF FELT ON 5/6" i ON -LOAD BEARING PROVIDE HANGERS t0 HOLD ROOF SHEATHING ON ROOF TRUSSES. GROUT TIE BEAM : * BAR IN PLACE DURING POUR, COARSE 5OLID ° �` 1/2' DIRAATHREADEDL CIF '.d REFER TO MAN. SPECS. FOR �I �� r ELEVATION VARIES ROp W/ COUPLER REQUIRED), 6" EMBED ° SPACING REQUIREMENTS IF TOP OF MASONRY 32" O.C. REQUIRED NOM. 8" CMU HANGERS NOT REQUIRED IF 1/2 DRYWALL - ALUM. DRIP EDGE 2-1/8" ATTACH GYP. BD TO Z LINTEL BLOCKS ARE USED 23'SO.C. O • AND 2" HOLD 15 MET 2x4 CONT. SUBFASCIA NAILSLEVERY - Ix2 PT NAILERI^ _.. 4 n Z VENTED ALUM. SOFFIT 1/2" GYP. BOARD META16 PER PLAN — Y IC) "5 CORNER BAR (APPLIED ACCORDING TO MA UF. SPEC.) • PROVIDE SCREEN WHEN a (/� GROUTED CELL BLOCK BELOW IS NOT TYP. SINGLE TIE -BEAM W REQUIRED TO BE FILLED W/ (1) S CONT. GROUT PT lx NAILER AS REQ D SOLID 8" CMU WALL PRECAST CMU LINTEL 6 OPENING NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. BUCK SPECIFIED BY WINDOW/DOOR REFER TO ELEV. MANUFACTURER FOR OVERHANG ARCH WINDOW 2 TYI=. CORNER VERT. �,, „=�,-0„ MARBLE BILL NTS NTS 3 TIS �3EAM DTL. z 2 STORY CONNECTION FRAMING DETAIL WALL REINFORCING IX2 P.T. FURRING WINDOW Q ALT, W1 FIRE RATED PANEL 6 2'-0" O.G. PER FLOOR PLAN } PRECAST GONG. 1/2" GYP. BOARD SHEATHING BILL TYP. � ALL � - WINDOWS 2x4 STUDS pa >: DECKING PER 16" O.C. U W NOTES: FLOOR NAILING ry 1" 5 BAR CONT. R3 INSUL. BETWEEN SCHEDULE 2x4 BOTTOM 1. WINDOW AND DOOR 455EMBTO O CONFO M R 3/4" PURR STRIPS EXTERIOR FINISH (SEE ELEVATIONS) PLATE TO FBG 200 TIE -BEAM 2. 2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND _ - _ - _ - _ - _ _ _ 1X4 P.T. NAILER ATTACH �+! p INTERIOR FACE OF WINDOW, FASTEN VERT REINF. BEYOND SHEATHING c a - BUCK TO MASONRY W/ (1) ROW OF 3/16 Sx8x16 CONG BLOCK "X4" TAPGONS i WOOD BABE I I TO RIBBON RECE55E 6" FROM ENDS AND 16" O.C. MAX. II PRECAST TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3-1/2" GONG. SLAB ad NAILS 6 `�ti \' r•••••••. ��� °�� o w o HEADER _ 3. BUCKS LESS THAN 2X TO BE FASTENED PER PLAN 3" O C g '� �' % N a Z W/GUT NAILS OR EQUIVALENT, STRUCTURAL _ - _ - _ I I MAIN FLOOR • �••• U ' r _ ELEV 0'-0" ATTACH = d Q' O CONNECTION OF WINDOW TO 5TRUCTURE BY OTHERS IN THIS CASE. - - - - - - - I c ,, 4 . � M 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE SHEATHING• �} Q °y TO FLOOR ` ; �' ADDED 70 EXISTING 2X BUCKED OPENING, USE I I =III I -_-_ - y 4 •: • _ TRUSSER r=I I —� REFER FOUNDATION WITH (2) �'/'�i •°•••�� �� 'J OJ (3)ROW5 OF 10dX3" NAILS 6TAGGERED612" O.G. I I=I I=" I ° e. III=III=III= PLAN FOR FTG. Sd NAILS GEA. SUCCESSIVE BUCK III=III I=I - INFORMATION 4 EVERY 3" 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED —I I -III I—I POURED CELL W/1 "5 BAR I/2" GYP • META16 PER PLAN O.C. FOR THE SAME OPENING IF WINDOW MANUFACTURER I I—I I I _ I-1 I I—I I i— CONT. FROM BEAM TO - - BOARD BUCK SPECIFIED BY AND PLAN REQUIREMENTS(FASTENING) ARE MET. FOOTING. I I 1—I I r I 1 ° WINDOW/DOOR I I 1—I 11E1 I III—I 11=I MANUFACTURER 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED I II=I I I=1 I I—� I I- PT lx NAILER AS TO 2X BUCK W/ (2) ROWS OF 86 NAILS 616" O.G. FASTEN =111- WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. Lall CMU WALL p NTS Q w�w�� STEP DOWN TIE SEAM NTS TYPICAL 5LOC< WALL SECTION 12 2 STORY CONNECTION � �— A �o � c DOOR �UCfG DTL. NTS AT C,4NTILE1rEfiZ X11=11 -m° W wz H z ;10 2 X 6 X 12 P.T. OF OPENING 2x4 BLOCKS, (2) 16d NAILS ,$ EA. L) U64 C� = co CENTER BUC0-.4K �` END. BLOCK ADJACENT BAYS 6 EA. REFER TO Z' C A m e DIAGONAL AS SHOWN. FASTEN ROOF �- PLANS FOR (1)"5 IN TIE BEAM SHEATHING TO BLOCKS w/Sd NAILS I'-4" MAX EXACT SIZE OF r-7 0 a p - - - - - - - 6 (0 O.C. O.H. c � A � v -------------- Q I Q z d co � �Z C Cll"5 BAR IN PRECAST LINTEL eCONT. 2X4 � W U O p x 3/8 DIA. ANCHOR Z VERTICAL IN GROUT FILLED 2X4'S 6 24 O.C.IMP50N HGA-10 6 ~ E-4 CELL 2 X 4 P.T. TOP BUCK.WGABLE END _w I //� `n 48" O.C. � ~ � Q U N (Y (11"5 VERTICAL IN SHEATHING 055 NOT REQUIRED V / > GROUT FILLED CELL eTO BE (AS REQ'D PER PLAN) 2 X 6 P.T. BUCK EACH BRACE TO 16d NAILS FASTEN PER PLAN. TRANSITION FROM Ld BLd 51DE OF OPENING BLOCKING SPLICE AS REQ'D. TOR gSPLT. TO GABLE I� ENTIRE COLUMN TO PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT PROVIDE 2x4 BRACE TO SIMPSON HGA-10 6 �' BE GROUT FILLEDAT EACH DOOR BRACKET, EACH SIDE OF EA. ADJ. DIAGONAL FASTEN 48" O.G. e DOOR. PROVIDE 1-1/2" X 3/16" THICK TO DIAGONAL w/(2) 16d DBL. 2x4 TOP PLT. 0,-0" WASHER W/ EACH ANCHOR. NAILS. _ OSB NOT REQUIRED (let BOLT TO BE 8" MAX. ABV. CURB, REST FIN. FL. EQUALLY SPACED APPROXIMATELY 24" O.C.) TO BE CONT. 6 THE TRANSITION FROM FASTEN SIDE WALL GABLE BRACING 6 48" BEAM TO GABLE SHEATHING PER O.G. MAX. 45• FROM TRUSS PLAN. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED HORIZONTAL (+/- 10•) SIMPSON H-10 AND SIZED PER NOTES START BOLTS AFTER BRACE NOT REQUIRED 6' BEAM PER PLAN DIAGONAL TO TOP �' O GARAGE CURB (8" MAX.) FROM EAVES. PLT. j� 11C� VERT. REINFORCING , S 5UC�G DETAIL EXTEND SHEATHING «•• NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING 13 NOT """ � O ,�i�=, -��i NTS SIMPSON H-10 TO BOTTOM OF/� WALL DIAGONALTO BEAM NAIL w/ 8d��"� CONNECTION _ BEAM NAILS 6 3" O.C. Z (n 10 -NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING••• WHO }3E�4M CONNECTION a O J -- TIE -BEAM-- � PRECAST 2WN (1),433 EA. SIDE OD 2X w/ 3/16"x3-1/4" TAPGONS TO CMU AND (4) 106x1Y" NAILS PER CONNECTOR (1) 6IMP50N A33 EA. SIDE OF 2X w/ 31161'x2-114" TAPCONS TO CMU AND (4) 10dA" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST BILL (2) PT 2X6 0'2 COR BETTER) 5YP PRECAST BILL SIMPSON A23 z Y = 6EA. BRACE }. <0 1 3 �4" OLD 0 TO PLT. Q m J 7 PT 2X8 PLT., CANT. FOR z 1/2" J -BOLTS w/ CANT. _ CLG. NAILING WASHERS (MIN. 6" �-- 0 Ld = SURFACE al EMBED) MIN. 6 Z p FROM EA. END AND 0 Q 0 PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO mII _... GABLE END TRU55 TRUSS 50T. CHORD —1 DESIGN DRAWN TO PLT. 6 12" O.C. •••NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING— MAX. CLEAR SPAN CONNECTION `� � WMR I W CHECKED CFG 1•••1GA10KT 6 32 O.G. CMU WALL OR - DWG.No. 2110958 LINTEL BELOW JOB No. TIE BEAM COURSE SCALE AS NOTED W/(11"5 CONT. .. _ .. is � �m WINDOW CONNECTION DETAIL NTS Ca O ABLE END DEDETAILSrr.Ts. NOT USED SHT SD3 � O ~ ., 2WN SIMPSON A23 z Y = 6EA. BRACE }. <0 1 3 �4" OLD 0 TO PLT. Q m J 7 PT 2X8 PLT., CANT. FOR z 1/2" J -BOLTS w/ CANT. (-- - () Q CLG. NAILING WASHERS (MIN. 6" �-- 0 Ld = SURFACE al EMBED) MIN. 6 p FROM EA. END AND 0 Q 0 PROVIDE 16d NAILS 32" O.C. MAX. 435 DIAGONAL TO mII _... GABLE END TRU55 TRUSS 50T. CHORD —1 DESIGN DRAWN TO PLT. 6 12" O.C. •••NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING— MAX. CLEAR SPAN CONNECTION `� � WMR I W CHECKED CFG 1•••1GA10KT 6 32 O.G. CMU WALL OR - DWG.No. 2110958 LINTEL BELOW JOB No. TIE BEAM COURSE SCALE AS NOTED W/(11"5 CONT. r -NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING•°* DATE 07/06/11 Ci"IU11J,41 CONNECTION L CONNE .. _ .. is � �m WINDOW CONNECTION DETAIL NTS Ca O ABLE END DEDETAILSrr.Ts. NOT USED SHT SD3 v TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" 1" EDGE J%" 1=DGE–) 2y" EDGE 10dX3" p COMMON 01,, p ) w z z �j/„ W w y2 2y 2y4 106X3" COMMO 106X3" t7 COMMON Z Z U OFF. SIDE U U QI I I I I 106X3" COMMON OFF. SIDE (2)2X4's (2)2 X6's (2) 2x COLUMN 1 2X 511JILT-UP STUD COLUMN DETAILS DBL. TOP PLT. BEYOND WALL SHEATHING SPLICE (2)2X8'8 NAILING PATTERN PER NAILING SCHEDULE. ft—IT�.�TI—Tf—• I'I I'I ' I -41: 'I -41: 'I -41::1-- ' I I'I CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND l_;x RIBBON w/ (4) I(od tv EACH TRUSS (UN.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS e EA. END, BLOCK ADJACENT BAYS 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS pro "O.C. (5) trod NAILS BRACE TO BLOCKING nI ITaIn= M) ')-A'. z Q Z d N INSIDE FLY NAILS NAILED AT S" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. (3) or (4) 2x COLUMN 11/211=1l-0" 1/1roll 051 JOINT NAILING FEF SCHEDULE ruD YPSUM WALLBOARD K4 BLOCKING PLACED _ATWISE (2) 16d NAILS ACH END NOTE: 1/2" PLYWOOD OR 1116" O.S.B. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. SIMPSON H-10 DIAGONAL TO PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) I(od NAILS. GABLE (BRACING 6 48" O.G. MAX. 45 • FROM HORIZONTAL (+/- 10•) BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS 12" — (U.N.O.) I 1 PROVIDE BLOCKING BETWEEN TRUSS BAYS 48" O.G. FOR FIRST 3 BAYS H2.5 m EACH TRUSS TO LEDGER ( U.N.O.) SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ww'm **•NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING**• GA5LE END a FLAT CEILING WITH 506TON H I P REFER TO PLANS FOR EXACT SIZE OF O.N. CONT. 2X4 2X4'5 6 24" O.G. GABLE END SHEATHING FASTEN PER PLAN. SPLICE ASyREQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRU55ES s 24" O.C. MAX. W/ 51MP50N H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4)106 NAILS FOR CONV. FRAMED MEM. ONLY EDGE DISTANCE PER DETAIL 106X3" n 211 �10dX3" OPP. SIDE CL DISTANCE PER DETAIL OUTSIDE 2X's 3/4" PLYWD. DECKING FLOOR SYSTEM PER PLAN FLOOR T PER PL4 b 055 DRAFT STOP NAIL a 16 " O.G. TOP d BOTTOM 2 DRAFT STOW DETAIL 1/4" 21'-,� 2X LEDGER TO RIM50ARD W/ -(4) EQUALLY SPACED 1/2" x 2" 5OLT5 P.T. 2x4 >_t I -IN nA= Lar- STRINGERS. arSTRINGERS. FASTEN TO FLOOR w/(4) I/4"x3" TAPCONS EVENLY SPACED O STAIR CONNECTION DETAIL Y; I PRECAST GONG SHEATHING PER PLAN " O 150 FELT DRAINAGE PLANE I i MIDSPAN BLOCKING INTERIOR WALLS: 7, O 1/8" STUCCO THICKNESS I 3 i O PAPERBACK LATH I I �• I 1x4 F.T. NAILER MEMBRANE STRIP COVERING WOOD ,:• FLOOR PLAN FRAME/1" IA50NRY INTESECTION UNDER FOR LOCATIONS 3-1/2" CONC SLAB EXPANSION JOINT TO EXTEND 2" FINISH BELOW CMU •• NEEDED FIN.IFL. I O METAL OR PLASTIC EXPANSION JOINT � 1-1 I I)'JIFI I—I 11-1 I I—I I I • a i11-11—IIII-111-11I—I A° ° I I—I II I_111E 111. ° • 'A I I I—I 11—I— I 1-I 11-1 (4) EQ. SPACED 1" FROM TOP OF CMU 5/8" STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL BOtt. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-10d COMMON NAILS ENDS. NAIL PLATES CONT. W/� 10d COMMONS -0 16" O.C. NAIL JACK STUDS AND FULL LENGTH STUDS TOGETHER W/ 10d's STAGGERED m 12" O.G. (EACH PLY) REFER TO HEADER SCHEDULE FOR HEADER SIZE, " OFJACK STUDS E CONNECTOR REQUIREMENTS. SP2 OR SP4 EA. STUD OR AS SPECIFIED ON THE PLAN EXTERIOR WALLS: SHEATHING MUST BE NAILED t0 CMU WALL AS EXTERIOR WALLS, SEE NAILING I REQ'D PER PLAN SCHEDULE FOR NAILING PATTERN. NOTES: 1. STAIRS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBG 2001 STAIR RUN MUST MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS 1 TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24” TO 25" 2. HAND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBG 2001 STAIR RAILS SHALL BE NOT LESS THAN 34" NOR MORE THAN 38" ABOVE THE LEADING EDGE OF THE TREAD. HANDRAILS THAT FORM A PART OF GUARDRAILS MAY BE 42" HIGH. WALL RAILS SHALL HAVE A CLEAR SPACE BETWEEN THE RAIL AND WALL OF 1 1/2" MIN. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION OF 1 1/4" TO 211, OR PROVIDE A NONCIRCULAR CROSS SECTION WITH EQUIVALENT GRASP ABILITY PERFORMANCE. EDGES SHALL HAVE A MIN. RADIUS OF 1/8". 3. GUARD RAILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2001 GUARD RAILS SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE RAILS SHALL BE CONSTRUCTED 15 SUCH A MANNER THAT A 4" SPHERE MAY NOT PASS THRU ANY PART. OSIDING TO STUCCO FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/8" STUCCO OVER MASONRY/BLOCK TILE ON "15 FELT OVER 5/8" PLYWOOD OR 5/8" 0.5.5. ON PRE -ENG. TRUSSES a 24" O.G. REFER TO ROOF PLAN FOR CONNECTIONS :2x DBL TOP PLATE ( ( 1�FER TO PLANS R-30 L INSULATION ALUM. DRIP EDGE 1/2" GYP. BD. CLG. 2x4 CONT. SUBFASC I A HDR. AS PER PLAN VENTED m ALL FRAMED SOFFIT OPENINGS INSULATION DECKING PER FLOOR NAILING SCHEDULE PRECAST CMU LINTEL ow OPENING 11/2 " CDX PLYWOOD OR 1 /l ro " OSB, ATTACH PER PLAN 2X4 STUDS s 16 " O.G. METAI�o PER PLAN TIE BEAM REFER TO DETAIL 3 5HT. 5D3 WINDOW PER FLR. PLAN MARBLE SILL PRECAST GONG " 1x2 P.T. FURRING s Jr 2'-0" O.C. MIDSPAN BLOCKING INTERIOR WALLS: 8" CMU 3/4" FURR STRIPS q (1) 05 VERT. IN u; G. GROUTED CELL 1x4 F.T. NAILER BETWEEN EA. STUD APPLY 1/2" GYP BOARD AS FLOOR PLAN WOOD BASE II FOR LOCATIONS 3-1/2" CONC SLAB CEMENTITIOUS FINISH c NEEDED FIN.IFL. 6P2 OR SP4 EA. STUD ORAS GRADE - � E =III— � "'' °.. A�.—I 11—i I °I � 1-1 I I)'JIFI I—I 11-1 I I—I I I • a i11-11—IIII-111-11I—I A° ° I I—I II I_111E 111. ° • 'A I I I—I 11—I— I 1-I 11-1 (4) EQ. SPACED J O SPECIFIED ON THE PLAN�I 4 p?P fill,l11111d1 3/Iro"x4" SIMPSON NOTE: NO HEADER OR STUD TITENS (w/ STRAPS REQ'D FOR WALLS WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS FROM TOP AND SUPPORTING FLOOR TRUSSES 11. BOTTOM u ONLY). (SEE CONNECTOR CHART) 1/2" x 1" J -BOLTS 6" FROM EA. I u `� ``= END OF WALL AND 032" O.G. 2X STUDS 6 fro" O.C. NOTE: 2-1/2" MASONRY NAILS (HAND OR POWER DRIVEN) ,s 16" O.C. MAY PT 2X4 BOTTOM BE USED I.L.O. J -BOLTS FOR WALL PLATE THAT DO NOT CARRY UPLIFT 3 EXTERIOR/INTERIOR FRAME WALL CONN. 1n„=1,_m„ DETAIL NOTES: 1. STAIRS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBG 2001 STAIR RUN MUST MEET THE FOLLOWING CRITERIA. 2 RISERS PLUS 1 TREAD (EXCLUSIVE OF NOSING) TO EQUAL 24” TO 25" 2. HAND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBG 2001 STAIR RAILS SHALL BE NOT LESS THAN 34" NOR MORE THAN 38" ABOVE THE LEADING EDGE OF THE TREAD. HANDRAILS THAT FORM A PART OF GUARDRAILS MAY BE 42" HIGH. WALL RAILS SHALL HAVE A CLEAR SPACE BETWEEN THE RAIL AND WALL OF 1 1/2" MIN. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION OF 1 1/4" TO 211, OR PROVIDE A NONCIRCULAR CROSS SECTION WITH EQUIVALENT GRASP ABILITY PERFORMANCE. EDGES SHALL HAVE A MIN. RADIUS OF 1/8". 3. GUARD RAILING SHALL BE CONSTRUCTED IN ACCORDANCE WITH FBC 2001 GUARD RAILS SHALL BE NOT LESS THAN 42" HIGH. OPEN SIDE RAILS SHALL BE CONSTRUCTED 15 SUCH A MANNER THAT A 4" SPHERE MAY NOT PASS THRU ANY PART. OSIDING TO STUCCO FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/8" STUCCO OVER MASONRY/BLOCK TILE ON "15 FELT OVER 5/8" PLYWOOD OR 5/8" 0.5.5. ON PRE -ENG. TRUSSES a 24" O.G. REFER TO ROOF PLAN FOR CONNECTIONS :2x DBL TOP PLATE ( ( 1�FER TO PLANS R-30 L INSULATION ALUM. DRIP EDGE 1/2" GYP. BD. CLG. 2x4 CONT. SUBFASC I A HDR. AS PER PLAN VENTED m ALL FRAMED SOFFIT OPENINGS INSULATION DECKING PER FLOOR NAILING SCHEDULE PRECAST CMU LINTEL ow OPENING 11/2 " CDX PLYWOOD OR 1 /l ro " OSB, ATTACH PER PLAN 2X4 STUDS s 16 " O.G. METAI�o PER PLAN TIE BEAM REFER TO DETAIL 3 5HT. 5D3 WINDOW PER FLR. PLAN MARBLE SILL PRECAST GONG SILL 1x2 P.T. FURRING s Jr 2'-0" O.C. LTJ ry R3 INSUL. BETWEEN 8" CMU 3/4" FURR STRIPS q (1) 05 VERT. IN u; G. GROUTED CELL 1x4 F.T. NAILER FULL HEIGHT. SEE FLOOR PLAN WOOD BASE II FOR LOCATIONS 3-1/2" CONC SLAB CEMENTITIOUS FINISH c FIN.IFL. -----=-•----��-r-�---- GRADE - � E =III— � "'' °.. A�.—I 11—i I °I � 1-1 I I)'JIFI I—I 11-1 I I—I I I • a i11-11—IIII-111-11I—I A° ° I I—I II I_111E 111. ° • 'A I I I—I 11—I— I 1-I 11-1 REFER FOUNDATION PLAN FOR FTG. INFORMATION 2 STORY WALL SECTION 3/4"=1'-0" W F– O F– Of U (/1 W I 0 r - Q w�OOIO �' �-- A e ow W &6z H .� pq Q �E"O� 06 zO�0 m 0Z a�oz9 c o U w�z O Z 10 x 064 v� a Q Foa�H V J � W � Ld 0 a 0 � I o O co a = �ZFV)-- ou Ld 0 0 J s O ., 2YN z Lu = 0 O �CL:2-Jm DESIGN DRAWN WMR LA a CHECKED CFG -'" DWG.N0' 2110958 JOB No. SCALE AS NOTED DATE 07/06/11 __._. ... SD4 SHT LTJ ry D q u; G. O I\ 04 .. a....•• ti/a '., '•• ti C=3 Z c z c • O , . V} �► eir �• �zO Z .. '4 P..g J I Q ., : O- .�,.Z N�.. Cj �aZ. Q o 6 :• •''• ''•••.....••' � J O 4 p?P fill,l11111d1 I 0 r - Q w�OOIO �' �-- A e ow W &6z H .� pq Q �E"O� 06 zO�0 m 0Z a�oz9 c o U w�z O Z 10 x 064 v� a Q Foa�H V J � W � Ld 0 a 0 � I o O co a = �ZFV)-- ou Ld 0 0 J s O ., 2YN z Lu = 0 O �CL:2-Jm DESIGN DRAWN WMR LA a CHECKED CFG -'" DWG.N0' 2110958 JOB No. SCALE AS NOTED DATE 07/06/11 __._. ... SD4 SHT DensiGlassTM Ultra Shaftliner Area Separation Walls L ; ► syi; g avaciflc ayp•um The Georgia-Pacific Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to 68 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets all building code requirements, and provides economical fire protection and sound control. The Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit The assembly is constructed at the foundation and continues either to the underside of the protected roof sheathing or through the 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 - DensGlass' Ultra Shaftliner. Components 2x4 Wood Framing t" DensGlass" Ultra Shaftliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood Framing 2" H -Studs 24" ox. Back-to-back C -Tracks 1/2" DensArmor Plus* Interior Panel Aluminum Breakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 2" aluminum breakaway clips. DensGlass Ultra Shaftfiner panels consist of a moisture resistant core with coated fiberglass mats front and back instead of ,paper facings like traditional shaftliner panels. DensGlass Ultra Shaftliner panels are covered by 12 -month in-place exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Firer Testing and Building Code Compliance The Georgia-Pacific Gypsum Area Separationoration Wall has been fire tested to ASTM E 119 and CAN LC S-101. The Georgia-Pacific ific Gypsum 2 h0ur fire -fated Area Separation Wall assembly, constructed using DensGlass Ultra Shaftliner panels, is listed by Underwriters Laboratory N I l),Underwrters Laboratories of Canada (ULC) and Warnock Hersey International (WHf/iTS) an d meets the requirements of the 2006 International Building Coda (IBC) Section 705 "Part Walls," and Section 705 "Fire Walls." The Georgia-Pacific Gypsum Area Separation Wallassembly is listed in the UL Resistance DirectorY under ULD Design U 373. the ULC Fire Resistance Directory ULC Design No. W 312 and the WHI Fire Resistance Directoryunder WHI GP/WA 120-04. For copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1-800.225-6119. CAUTION: Far piedra -trim, sehry aad we iMsm dilm go to pp camiisslstylals r," last O&IT atitx, and o*los:: Tsahnioal serviee Nadlno 1.111110M.1111119or www.epgtwm,aora • 3 Georpla�+aCilk DenoGlaaw" Ukra Shaftllner Area Separation Walls QYMam System Assemblies - 2 -Hour Ratings 314" 3,14" AIR GPACE - ••, Construction Detail Assembly Components) STC Test Reference .. w.. Two layers 1' DensGlass" Ultra 6Q UL DESIGN U373 I Shaftliner inserted in H -Studs 24" o.c. c y t 1�, e � .:y, ULC W312 Z Z p : Min. 3/4" air sparer between liner panels (v WHI GP/WA 120"03 - lf} J A ." .V 4 and adjacent wood or metal framing. I RAL TL89-383 i i � 6 � Two layers 1" DensGlass Ultra Shaftliner 60 UL DESIGN U373 inserted in H -Studs 24" o.c. Min. 3/4" air rt%,yl ULC DESIGN W312 %%%%`` space on both sides must be maintained LJ WHi GP/WA 120.04 LL_ between Liner panels and adjacent a;;4"� X, A Based on RAL TL89-383 framing. Sound Tested with 2 x 4 stud wall TAI with 1/2" DensArmor Plus" interior panel each side of assembly and 3 1/2" fiberglass insulation in stud O space both sides. Part. Thickness: 3" 38 est WHI 495.0743 a� Weight per Sq. Ft.: 9.5 41 ® Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o,c. Metal y� = framing covered using 6" wide or 1/2" L,L_I DensArmor Plus Fireguard* Type C Interior Panel or 1/2" ToughRock* - Fireguard*Type C gypsum board. , Breakaway clip facings and height of wall differ between UL Design U373 and WHi GP/WA 12U -U4. '7 ,�►� Georgia�aNfiC DensGinsio- Ultra Shaftliner Area Separation Walls Installation Instructions The Georgia-Pacific Gypsum Area Separation Wali is constructed once the framing for one townhouse unit is complete and prior to the construction of file adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from wood. In many cases the area separation wall is positioned 1" away from the wall framing to accommodate the 1 " DensGiass" Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at a height up to 44' and the WH1/ITS GP/WA 120-04 Area Separation Wall assembly was evaluated at a Leight up to 68'. Erecting the r Area Separation Wan 1. Position 2" C -Track a minimum 3/4" from the framed wall of the adjacent unit, Fasten C -Track to foundation with fasteners spaced a maximum of 24" o.c. When specified, apply a minimum 1/4" bead of acoustical sealant under the C -Track tomaximize acoustical privacy. Run the C -Track to the end of the foundation. In case of offset units, see 15.wtder Special Conditions. 2. Start the wait with a vertical C -Track at one end. Install two 1" shaftliner panels vertically with either side facing out* into the C -Track at one end of the area separation wail. Install the H -Stud over the double beveled edges of the shaftliner panels and continue alternately until the wail has reached the opposite and of the foundation. Terminate the wall using a C -Track. The vertical C -Tracks at each end of the wall should be attached in the comers to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. * Note: some authorities may require labeling to be visible. 3. Cap the first section of the Area Separation Wall with a C -Track and attach to the vertical C -Track in the comers using a minimum of one 3/8" minimum length pan head screw. 4. Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing, Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8" minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o.c.) and horizontally on every H -Stud (24" o.c.). When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 5'0" for the lower 20' and every 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 WH{/ITS Design WHI GP/WA 120-04 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (107 o.c.) and horizontally on every other H -stud (48" o.c.). When the total height of the Area Separation Wall exceeds 20'0", breakaway clips shall be installed vertically every 60" maximum for the lower 20'0" and every 10'0" maximum for the upper 48'0" of the wall assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, item 8. 6: To continue the wall, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24" 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 code -compliant methods for installing a gypsum board roof underlayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation Wall. Aluminum Angle Clip C-Treek, Cap, Edge N -Stud, WGIougs or End Closure lr° �.a r x arc m � 4w ,r �r ,r ,4 ✓4 p d fir[ 21/4"-- ._ ,,>, •, CAUTION. for piodual tire, so" and we iaisnnat os, go to g poiafarrlsoft. 4 • For west inlurnvmun and tgxlaws Tsd maul Sondas hoaho lABL 2W"or www.gpgrycmo.sm Ak Geor&vaaliu Gypeam Details Full Wan Fire blocking as required 2 x 4 Stud framing Aluminum breakaway clip 3/8" Pan head screw Sealant Acoustic, sealant (as r Joist 7" C -track faataner 24 HOUR OHAO WA1_.. AC',OEUBL-Y 3 SCALE: N.T.S. DensGines"~ Ultra Shaftllner Area Roof deck per code requirement Roof truss ;aback C -tracks 'Drywall screw Intermediate floor Foundation nsGlass" Ultra Shaftliner panels it, as required N IS T -A L_ LAT 0 N DensGlass- Ukra Shaftliner Area Separation Walls • Geor9iaVlacitic Special Conditions 1. When an H -Stud does not align with the adjacent wood framing, insert Mocking between wood framing members and attach breakaway clip to blocking using one 1-1/4" drywall screw and to the H -Stud using a minimum of one 3/8" minimum length pan head screw. 2. If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is spaced greater than 1" away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CiARKWESTERN.Building Systems and Telling Industries for modified clips_ Additional wood blocking can be added between the wood studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall. 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wall can be designed as load bearing. 5. The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, an be constructed of wood or steel framing. When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the alumi- num breakaway clip, 6. The support walls located adjacent to, and on each side of the solid 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetics. Thesewalls can be designed as load bearing and readily accommodate code compliant electrical and plumbing systems. These systems should not impede the required 3/4" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. 7, The required 3/4" air space can be eliminated if the metal framing is covered on both faces with 6" wide, 112" DensArmor Plus Freguardo Type C or 1/2" ToughRock* Fireguards Type C or 5/8" ToughRock FireguarlType X or 5/8" DensArmor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1" drywall straws spaced 12" o.c. to the metal framing. This primarily occurs in accessible attic areas, Attic areas not accessible do not require the 6" wide gypsum board strips. S. The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of 1" nominal lumber with broken lap joints or one thickness of 0.719" wood structural panel with joints backed by 0.719" wood structural panel or are thickness of 0.75" particleboard with joints backed by 0.75" particleboard. Gypsum board including 1" DensGlass" Ultra Shaftliner and 5/8" DensArmor Plus interior panel, hatts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place Mall be permitted as an acceptable firablock. (Section 717.2.1, 2006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a parapet. 10. At the inter'section-of the solid 2" Area Separation Wall and the underside of the structural roof sheathing, cut liner panels at an angle to provide a tight fit to the structural sheathing. The 2" Area Separation Wall is not required to be capped using a C -Stud. Where the Shaftliner panels are not tight to the structural sheathing, apply an approved firebiocking material (see Special Conditions, 18) to both sides of the Area Separation Wall. 11. There are two code -compliant methods for installing a fire-resistant roof underlayment: the ledger strip method and the partial roof uriderlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8" ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Perietrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC Sections 705^9 and 712. For specific installation details consult UL category XHEZ Through -penetration Frestop Systems. 13. Size and protection of openings in the solid 2" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with the 2006 IBC, Section 705.8. When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party Wall ("Any wail located on a property line between adjacent buildings, which is used or adapted for pint service between the two buildings"I as listed in the 2006 IBC, Section 705.1.1; openings are not permitted. 14. For specialized end-use areas, such as bathrooms, the adjacent framed walls can be covered with DensShiekis Tile Backer from Georgia-Pacific in of standard paper fadgypsum board fiberglass m t faced interior panels. 15. Anoffset occurs when one unit extends Past the front or back edge of a n adjacent unitThe H -studs of the AreaSege Separation WallIl are not designed for hanging sheathing and cladding so is before construction nction begins. Thee are two ways to deal with the off set, The first option is to ourenough concrete so that the Area Separation Wall and adjacent 2)(4 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure, CAUr10Nt For prodfat lin, salary, and on inkinumition, go to gp cnadhslsryiafo For latest informa*xt and updates'. Twhakel tfarvrss Nadine 1-0M.011e or www4plypsam.com • li Dene (floss- Ultra Shaftliner Area Separation Walls Georglaft cft ava•am Details Attic - Adjacent to Trvssee 1" DensGlawUltra Shaftliner panels j H -stud 1014.- No minimum air space �. Woad truss 6" Wide 1/2" DensArmor Plus Fireguards Type C panels or `Only applies if solid wall is accessible, 1/2" ToughRock* fireguard Type C or If not accessible, the strips are not required. 5/B" ToughRock FireguardType X or 1" DensGlass" Ultra Shaftliner panels Typical Raaf Junction Caulk (smoke tight joint) 1 Layer of 5/6" DensArmor Plus" 2" x 2" ledger strips - Roofing - Roof deck Type X gypsum panel for as required by codes) 1/Z" DansAfmor Plus gypsum panel or 1/2" TaughRock" gypsum board 1" DensGlass' Ultra Shaftliner panels SPEC CAT ONS AND DETA LS Breakaway clip Fire blocking -- Insulation 3/4" Minimum air space Design No. U373 August 19, 2008 Wall Rating - 2 Hr (See Items 4, 4A and 411) Finish Rating - 120 Min (See Item 4) V4' TJF/WMR 314" 3,14" AIR GPACE - ••, I-• AIR SPACE .. -. •.-1 ..��_ AIR SPACE .. w.. I , t- ,' F a � + w t r �•.,{ � t1 I o Z c y t 1�, e � .:y, �,.. Z Z p : di (v _ - lf} J A ." .V 4 I i i � 6 � Zo=N Q o Q� F- F- rt%,yl %%%%`` 0� LJ V) LL_ 0 a;;4"� X, A z , O J I- 41 ® y� = LLJ L,L_I - �Q� , l I- U '7 w 3 l_I_J -. LL A 3/4'" A,IP SPA ;E: 6 4 E 1 TI, TO PME F'lltt)Ast AREA WAItA_nfit Vi,#,J, MDE My r 1 n i 3/4" ,AIR $PA,t..E " 4 5, Sim l? AREA SEPARATION WALL, - (Nonbearing, Max Height - 44 ft) 1. Ffoor, Intermediate or Top Wall - 2-3/16 In. wide channel shaped with 1 in. long legs formed from No. 25 MSG gaiv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gale steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 in. 3. Gypsum Board* - Two layers or 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 48) 4, Wood Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 In., max spacing 24 In, OC. Studs cross - braced at midheight where necessary for clip attachment. Min 3/4 1n. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Well Rating - Corrosion protected steel studs, min 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, thIMA nwty dkW ne Un 16 WrRn Mill, in. rhlrielm4mrd•:ateel. cold formed. shall be designed In accordance with the tracks with 1/1 in. bog Type S-12 steel sciewo on both sidae of stodo lir by Welded, or etdlarp conlnol000ns design or lin accordance with the AISi specifications. Top and bottom tracks siholl Consist of ilosel nlcnibers, min No. 20 MSG (0,0829 In., min bare metal thickness) steel or min No. 20 GSG (0.036 In, thick) gain steel or No. 20 MSG (0.033 In thick) primed steel, that provide a sound structural connection between steel studs, and to 4acent assemblies such as a 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 midhelght where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 45. Steel Studs - (As an alternate to items 4 and 4A, for use In Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-1/2 In. wide, min 1-1/4 In, flanges and 1/4 In, return, spaced a max of 24 in, OC. Studs to be cut 3/8 to 3/4 In, less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corroslon-protected steel, min width to accommodate stud size, with min 1 In, long legs, attached to floor and ceiling. with fasteners 24 1n. OC max. 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. 5. Gypsum Board - Classified or Unclassified - Min 1/2 In thick, 4 R wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-1/4 Im long steel drywall malls spaced 12 in. OC. Wallboard attached to steel studs (item 4A or 413) with 1 In. long Type S steel screws spaced 12 In. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with ,Joint compound. 6. Attachment Clips - Aluminum angle, 0.062 In, thick, min 2 In, wide with min 2 in. and 2-1/2 In, legs. Clips secured with one Type S screw 3/8 in, long to "H" studs and with one Type w screw 1-1/4 In. long to wood framing or steel framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high, For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft, and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7. Batts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Bunning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZIZ) Categories for names of Classified companies. 9 UL --U37 2 HR WALL_ 2 SCALE: N.T.S. System No. W -L- 2377 F Ratings - 1 and 2 Hr See Items 1 and 3 T Ratings - 1 and 2 Hr See Items 1 and 3� L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 400°F , 4 CFM/Sq Ft 1. WALL ASSEMBLY -- THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALT FRAMING SHALL CONSIST OF EIIHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN, LUMBER SPACED 16 IN. OC. STEEL STUDS TO BL MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DFFP CHANNELS SPACED MAX 24 IN, OC. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF I._AYERS, FASTENER TYPE AND SHEET ORIENIATION SHALL BL AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIFS DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. THF HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PFNLTRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED [IFFIER 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 ASSFMBI Y. THE FOLLOWING TYPFS AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NUM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTEROSDR13,5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3. FILI., VOID OR CAVITY MATERIAL' - SEALANT - MIN 5/8 IN, AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SFALANT r *BEARING THE UL CLASSIFICATION MARK C:= Hilti Firestop Systems &N Aut SI S F Reproduced by HILTI Inc. Courtesy of V Underwriter:, Laboratories Inc. V June 20, 2000 ® L FIRE CAULK -- HILTI SYSTEM No. W -L--2377 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR NAYNE �cf�Lt: Ivulvt Fire Sprinklers, Inc. 00203 PENETRATION PROTECT ON 2 HR SCALE" N.T.S. w Q CHECKED TJF/WMR Z O I Z r Li 0 E- Z E -z a AS NOTED Q CL O� '--i CC N W Q o Z 0 Z Z E Z Z p : di (v _ - lf} J A ." .V 4 - J i i � 6 � Zo=N Q o Q� F- F- p p �I %%%%`` 0� LJ CHECKED TJF/WMR Z O A Z 905/117 U) Zco - E- 0 E- Z E -z a AS NOTED Q CL O� '--i CC N W << E-+ r) '-" E-1 Z Z E ISI Zo=N W J Q� F- F- p p �I W W 0� ILI V) LL_ 0 CHECKED TJF/WMR Z O A QC\2 905/117 U) Zco - E- E- Z E -z a AS NOTED Q 06/22/11 O� '--i CC N W E-+ r) '-" E-1 Z Z E Zo=N U � � CHECKED TJF/WMR V) A JOB No. 905/117 SCALE AS NOTED LIJ 06/22/11 0 00 z O J I- ® = LLJ L,L_I o �Q� I- U '7 w l_I_J rY QOQ CL DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. A JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF SD5 LI F— 6" WIDE 1/2" DENSARMOR 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C O O PANELS OVER METAL "H" STUDS AT FLOOR TRUSS w-TOP F 0 SYSTEM PER PLATE OF WALL *ATTIC DETAIL -ADJACENT TO TRUSSES SPECS SEE ALL SWITCHES, RECEPT., -_ 3/SD5 (WHI 495-0743) PIPES, & ETC SHALL BE EXTERIOR FACING DL� EL F � - TRUSSES AT 24" O.C. 2X4 FURRING LAID FLAT AT �o 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO —_ GYPSUM SHEATHING -T STUDS 1 " DFNSGLASS ULTRA SHAFT LINER LLJ wNO MINIMUM AIR SPACE - 0 VWRAP H -STUD W/BATTEN STRIPS F- J Cy- TRUSS AT TERMINATION POINT W/ 1 LAYER 5/8" TYPE rY" "X" DENSGLASS EXT SHEATHING EA SIDE OF TRUSS 24" BACK I- T 0 Cn FROM FASCIA DOWN INTO SOFF-II BOX FIRE CAULK ALL ,JOINTS (/) v� < AND SEAMS EXTERIOR ! ATTIC DESIGN DRAWN TJF_ TJF a/8" TYPE "x" DEN`�,GLASS TJF/WMR 7 6" WIDL 1 /2" DFNSARMOR PLUS FIREGUARD TYPE C WOOD TRUSS MOISTURE RESISTANT --- \ EXTERIOR DHEA -THING USS ED JOB No 1 LAYER 5/8" „ TYPE X„ DENSGLASS EXT SHEATHING BETWEEN PANEI S OVER METAL "H” STUDS AT ROOF TRUSS SCALE AS SOFFIT BACKER BOARD / TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP SYSTEM IN ATTIC PER MANUFACTURERS SPEC S SEE EE DO NOi VENT OR 06/22/11 PLATES AND RUN TIGHT 1-0 ROOF SHEATHING FIRE CAULK 3/SD5 (WHI 495-0743) PENETRATE' SOFFIT JOIN f S AND SEAMS 2 SECTION A -A THROUGH TRUSSES &. SHAFT LINER TOP PLATE OF WALL - - --- _�_ SD SCALE: N.T.S. FIRE RETARDENT TREATED P[.. YWOC FIRS] 2'-0" ABO FASCIA PLAN VIEW- TERMINATION AND CLOSURE OF 1 HOUR f-IROTECTFD SOFFIT C 5/8" TYPE "X" DFNSGLASS - 1 LAYCR 5/8" TYPE "X" DENSGLASS EXT SHEATF�ING BETWEEN MOISTURE RESISTANT TRUSSF S FASTENED TO 2x BLOCKING, OVERLAP WALL TOP EXTERIOR SHEATHING USED PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK AS SOFFIT BACKER BOARD "-� JOINTS AND SEAMS DO NOT VEN1 OR = PENETRATE SOFFIT -- -" - ---- 1 HOUR RATED (U309) PRE -FINISHED ALUMINUM �'� EXTERIOR FIRE WALL SOFFIT AND FASCIA TO MATCH x 1 HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL Si 6 SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3510 1 1GENERIC 1 HOUR 35 to 39 STC GYPSUM WALLBOARD, WOOD STUDS FIRE SQUND One layer SN' type X gypsum watbeaard or gypsum veneer base applied panatel or at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 171s" long, 0.09161 shank, IIs' heads, 7' o.c. Joints staggered 24" on opposHe sides. (LOAD-BEARING) Thicknen: 4TA11 Approx. Weight: 7 psf Fire Test UL R3501-47, 48.9-1"T-65. UL design U309; UL 81319-129, 7-22-70, UL Design U314 Sound Teat: NGC 2404. 10-14-70 1 HOUR FIRE RATED EXTERIOR WALL_ ASSEMBLY (U309) 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 1z —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, U.573 EXTERIOR WALL_ INTERSECTION DETAIL SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER 1" DENSGLASS ULTRA SHAFTLINER SIN r� 2" H -STUD EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. CD0373 OFFSET EXTERIOR WALL DETAIL_ 6 SCALE: N.T.S. 2" C -TRACK Design N0- Ugo6 Bearing Wall Rig 2 Y R. N01d3earlDg Wall Rating - 2 III- �_3l+�' mik , oda bwol, Sutltn i. Concrete Blocks*-1'gorninal 6 by 8 by 16 in., hollow or solid. Classificaon D-2 (2 hr). .Anchor Concrete Products, Inc, Florida Rock Industries, ;Inc. Pike Industry Inc., d/b/aVc on Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Block laid in full, bed of mortar, nom. 8/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to s part Portland cement (proportioned by volume) and not more than So percent hydrated Bone (by cement volume). Vertical joints staggered. 3• Portal Cement Stucco or +Gypsum Plaist+er - If used, add 1/2- hr. to Classification. Attar to concrete blocks (Item ski 4. Foamed PlastiI - (Optional - not shown) z/2 an thick max, 4 ft wide sheathing, attached to concrete blocks (Item x).. Celatex Corp. Type *Bearing the Lei. Classification Marking 8'_0» 6" WIDE 112" DENSARMOR ----- PLUS FIREGUARD TYPE C FFIRE RETARDANT PLYWOOD 48" EACH - PANELS OVER METAL "H" SIDE OF CENTERLINE_ OF FIRE WALL - -- ` TUD1:: AT ROOF TRUSS (2) 1 " SHAFT WALL LINER FIRE WALL UI-# 0373 ATTACH TIGHT TO SHEATHING, EXTEND INTO 0. H. II II A A FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PER MANUF'R SPECS 2x4 STUDS L 16" O.C.- W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) ..� 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D • 6" WIDE 1/2" DENSARMOR 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C O O PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495--0743) MANUFACTURERS MANUFACTURERS SPECS SEE ALL SWITCHES, RECEPT., -_ 3/SD5 (WHI 495-0743) PIPES, & ETC SHALL BE EXTERIOR FACING SURFACE MOUNTED. 1 1/2" � FURRING AT PARTY WALL F71, 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING -T STUDS 0 1" DENSGLASS ULTRA SHAFTLINER SIN r� 2" H -STUD EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. CD0373 OFFSET EXTERIOR WALL DETAIL_ 6 SCALE: N.T.S. 2" C -TRACK Design N0- Ugo6 Bearing Wall Rig 2 Y R. N01d3earlDg Wall Rating - 2 III- �_3l+�' mik , oda bwol, Sutltn i. Concrete Blocks*-1'gorninal 6 by 8 by 16 in., hollow or solid. Classificaon D-2 (2 hr). .Anchor Concrete Products, Inc, Florida Rock Industries, ;Inc. Pike Industry Inc., d/b/aVc on Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Block laid in full, bed of mortar, nom. 8/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to s part Portland cement (proportioned by volume) and not more than So percent hydrated Bone (by cement volume). Vertical joints staggered. 3• Portal Cement Stucco or +Gypsum Plaist+er - If used, add 1/2- hr. to Classification. Attar to concrete blocks (Item ski 4. Foamed PlastiI - (Optional - not shown) z/2 an thick max, 4 ft wide sheathing, attached to concrete blocks (Item x).. Celatex Corp. Type *Bearing the Lei. Classification Marking 8'_0» 6" WIDE 112" DENSARMOR ----- PLUS FIREGUARD TYPE C FFIRE RETARDANT PLYWOOD 48" EACH - PANELS OVER METAL "H" SIDE OF CENTERLINE_ OF FIRE WALL - -- ` TUD1:: AT ROOF TRUSS (2) 1 " SHAFT WALL LINER FIRE WALL UI-# 0373 ATTACH TIGHT TO SHEATHING, EXTEND INTO 0. H. II II A A FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PER MANUF'R SPECS 2x4 STUDS L 16" O.C.- W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) ..� 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D • 6" WIDE 1/2" DENSARMOR 0 PLUS FIREGUARD TYPE C O O PANELS OVER METAL STUDS AT FLOOR TRUSS PER SYSTEM PER ° MANUFACTURERS SPECS SEE 3/SD5 (WHI 495--0743) MANUFACTURERS USE 2" DEEP FI_EC BOXES. L7 . V�� •` ALL SWITCHES, RECEPT., -_ Z PIPES, & ETC SHALL BE DD SURFACE MOUNTED. 1 1/2" � FURRING AT PARTY WALL F71, II III= III==III ` �e�� 0 3/SDS (WHI 495-0743) ALU II UM CLIP PLR F'R `,``i' iPi+r, w 0 PRE- -NGINEERED RO F �� .•••1.""'•••. = TRUSIIES AT 24" O.0 1 /2" GYPSUM CEILING f ALUMINUM CLIP PER MF BACK TO BACK C -TRACK S ALUMINUM CLIP PER MF' 1 1/4" DRYWALL SCREVA ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 112" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK 10 BE DELIVERED HAS CORRECT RATING. TYPICAL- FOOTER-- SEE FOUNDATION--.III_I�II_IIIIIII 1/2" MINIMUM CONCRETE SLA B_I.IhPLAN FOR SIZE & REINFORCEMENT II- REINFORCED WIlH FIBERMESH ON I_-II 6 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 SHEET SD5 2 HR FIRE WALL_ DETAIL_ (U,,_z)7,7i) SCALE: N.T.S. 0 K a O O SYSTEM IN ATTIC PER ti1 ° MANUFACTURERS SPECS SEE . V�� •` Z 3/SDS (WHI 495-0743) ALU II UM CLIP PLR F'R `,``i' iPi+r, w 0 PRE- -NGINEERED RO F �� .•••1.""'•••. = TRUSIIES AT 24" O.0 1 /2" GYPSUM CEILING f ALUMINUM CLIP PER MF BACK TO BACK C -TRACK S ALUMINUM CLIP PER MF' 1 1/4" DRYWALL SCREVA ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 112" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK 10 BE DELIVERED HAS CORRECT RATING. TYPICAL- FOOTER-- SEE FOUNDATION--.III_I�II_IIIIIII 1/2" MINIMUM CONCRETE SLA B_I.IhPLAN FOR SIZE & REINFORCEMENT II- REINFORCED WIlH FIBERMESH ON I_-II 6 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 SHEET SD5 2 HR FIRE WALL_ DETAIL_ (U,,_z)7,7i) SCALE: N.T.S. 0 K a O O I— ` ti1 ° J i Z . V�� •` Z DD � o„ �e�� 0 �_ o �0� 0 = L.LJ LLJ U J Cy- LTJ I- Cn 0 (/) < 0 CL DESIGN DRAWN TJF_ TJF CHECKED TJF/WMR DWG.No. JOB No 905/117 3/SDS (WHI 495-0743) ALU II UM CLIP PLR F'R `,``i' iPi+r, w 0 PRE- -NGINEERED RO F �� .•••1.""'•••. = TRUSIIES AT 24" O.0 1 /2" GYPSUM CEILING f ALUMINUM CLIP PER MF BACK TO BACK C -TRACK S ALUMINUM CLIP PER MF' 1 1/4" DRYWALL SCREVA ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 112" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK 10 BE DELIVERED HAS CORRECT RATING. TYPICAL- FOOTER-- SEE FOUNDATION--.III_I�II_IIIIIII 1/2" MINIMUM CONCRETE SLA B_I.IhPLAN FOR SIZE & REINFORCEMENT II- REINFORCED WIlH FIBERMESH ON I_-II 6 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 SHEET SD5 2 HR FIRE WALL_ DETAIL_ (U,,_z)7,7i) SCALE: N.T.S. Z o L 0 � zE o E3 cfl H Ld ~ E- C) -o � Ll Ly Z Cn 0 K a O O ` ti1 ° J i Z . V�� •` `� DD � o„ �e�� �_ o �0� 0 Z o L 0 � zE o E3 cfl H Ld ~ E- C) -o � Ll Ly Z Cn SHT OF SD6 LLLJ ° 0 DD � Z �0� 0 = L.LJ LLJ U J Cy- LTJ I- 0 (/) < 0 CL DESIGN DRAWN TJF_ TJF CHECKED TJF/WMR DWG.No. JOB No 905/117 SCALE AS NOTED DATE 06/22/11 SHT OF SD6 I STEP 1 STEP 2 STEP 3 STEP 4 STEP 6 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALL INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBR0 FLASHING MIN 1" SILL FLEXIBLE FL, 1 MPORARILY )LD -UP & SEC DUSEWRAP (OF JCK FLAP UND HEAD FOLD HOUSEWF AT JAMBS & S SLOPE SIL(. R( VSTALL ;ELF- AD AEMBRAP LASHING JAILING 1EAD _XTEND ;ELF -AC dEMBRAI MIN E -LASHIN( ALIGN FLASHING W/ INT. EDGE OF SILL R. 0. MECHANICALLY FASTEN FANNED EDGE (CAP NAII STAPLES) IF REC BY FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR at SILT_. EXTEND FLASHING FOLD HOUSEWRAP & TAPE DIAGONAL CIT & ACROSS HEAD OF WINDOW PPLY }- NOM. ONTINUOUS BEA EALANT AT JAM ND HEAD or AP 0 BACK OF WIN TAILING FLANGE INE W/ 'RE -PUNCHED H IR SLOTS. INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS I 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 MFTHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT 15 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 WARNIIIQ SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL. AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM. SEAL. BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) SELF -ADHERING FLEXIBLE FLASHING at SILL, FLUSH TO INTERIOR FRAMING, INTERIOR VIEW STEP 6 STEP 7 �� STEP 8 STEP 9 s� WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPENING FLASHING DE -I AILS 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 DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE, —SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS f" OSB SLIBFLOOR GLUED & SCREWED / 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT d PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES 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 CEMENTITIOUS APPLICATION, I(a CONNECTIONS NOMINAL THICKNESS)° ed178° 4 L }" PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT INSULATION (R-4.1) BLOCK WALL PER STRUCT, ENGINEER'S INSIDE AIR FILM (R -0.6B) SPECIFICATIONS. J"x1j" PRESSURE TREATED STRAPPING ® 24" O.C. 98" O.C. (R-1.10) T -NAILED INTO BLOCK. 4 INTERMEDIATE WALL_ SEC'HON SCALE: N.T.S. ALUM. DRIP EDGE SET 1 PLA; ROOF CEMENT & NAILED OVER BLOCKING PREFIN. ALUM. FASCIA VENTED SOFFIT r' FINISH SLAB ON m .. .FINISH CReOE CLEAN COMPACTED, TERMITE. TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. NKR1f5 c� pita+ R s PO HIM Rom pp01 i 10 'm 0 4 20001 ;10 i l 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMFNT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMFNT ON TOP OF MTL. DRIP AT EAVES, HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES ® 24"O.C. MAX. W/ Bd GUN NAILS RA 6" O.C. PROMDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL, LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) f 3" POURED CONCRETE SLAB ON VAPOUR BARRIE d ° . e FOOTING NOTE SEE. FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION C21 SCALE: N.T.S. W 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" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF 0 APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN REWIRED VENTS TO BE LOCATED MIN. 36" ABOVE000',—_- _ NAILS 0 6" O.C. EAVE IN UPPER PORTION OF ATTIC SPACE. INSULATION BAFFLE BETWEEN 36" WIDE UNDERLAYMFNT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO SPP HOLD UNNNN SHING ES. P A EF NT UNDERLAYME TIN LACEN OIN TOP OFOMTL. DRIP AT EAVES. Rif 01� 1 c TOP OF BLOCK i/ U/S OF SOFFIT I< VENTED SOFFIT INSTALLED PER MANUFACTURER'S / PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING PROVIDE 0.002in POLYETHYLENE FILM OR g15 FELT BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES \� BOND BEAM FULLY GROUTED & REINFORCED (SEE (_ SD7 % 1 SPECIFICATIONS TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & INSTALL WINDOW PER WINDOW MANUFACTURER'S wiz cq � z cn C/� ALUM. DRIP EDGE SET IN PLASTIC ROOF CEMENT #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S BOND BEAM FULLY GROUTED W/ CUNT. HORIZONTAL #5 PER FBC--RES R613.6 & R613.7.5 _i 00 p — SECOND FLOOR co 0 SPECIFICATIONS & INSTALLATION INSTRUCTIONS ° PAINTED DRYWALL o NAILED OVER rxl7 1•_0" B19CKING----- ,I, 00 REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT. ENGINEER'S I Lu_j ENGINEER'S DRAWINGS) cn Ll 33BATT 5j" INSUL. FILLED (R-13) " PAINTED DRYWALL (R-0.45) OSB EXTERIOR SHEATHING CONNECTION SCHEDULE) W FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS O j 4 OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER DRYWALL & CEMENTITIOUS 4"x1�" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) TOP._OF„WINDOW GALV. MTL, LATH W/ #15 FELT PAPER OVER APPROVED FINISH = 9" T -NAILED INTO BLOCK, L) HOUSEWRAP. W\V FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS NOMINAL THICKNESS) U OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" I-- PREFIN. ALUM. FASCIA NOMINAL THICKNESS) - (R-1.00) FINISH SECOND FLOOR I SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION _ O UQ CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER VENTED SOFFIT. PROVIDE 1” RAISED FRIEZE BD, W/ SMOOTH CL :2O :2 CLEANOUT OPENING FOR EACH GROUT CELL DESIGN FINISH SLAB ON GRADE DRAWN TJF 4lCEMENTMOUS FINISH (PER ELEVATION) o !PAINTED FOUNDATION WALLNCRETE JOB No. SLAB ON 6 MIL. Of 8 AS NOTED DATE 06/22/11 U FINISHED TEXTURE COATING PER BUILDER N5 VERTICAL REBAR IN CONIC. FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT ° - ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO W CEMENTITIOUS APPLICATION. (J" NOMINAL THICKNESS) ° - 1: a p° CONT. ROD IN FOOTING & BOND BEAM 3 TYPICAL_ SAVE DETAIL_ - SCALE• N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS ��ON DESIGNS & STRUCT. ENGINEER'S FRAMING �� C���P -'� SPECIFICATIONS) (z��S S `,��G� JP ,�%11111fill, � N ALUM. DRIP EDGE OVER - R��F = INSULATION BAFFLE ��``� * a/,/�'i� = w SPR. °x1" OVER 1}'x5 BETWEEN EACH TRUSS - FASCIA /;' TT S*. 0 - C- Z O i ATTIC Z TOP OF PLATE \ = O d •� Z -4 C3 PROVIDE MIN. R19 BATT INSUL. & = 00 . U/S OF SOFFIT ° DRYWALL CEILING 1J tj N lC . g Q .% co Q TOP OF WINDOWS 1' 0" 1 ~ --- 41 SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION r!`�•�•• .,.••'' �`C� �, J O / REQUIREMENTS rri'�fM * pC�,�� 3 / 16" DEEP OPE WEB FLOOR I FLOOR TRUSS LAYOUT. TOP OF C.M.U. WALL -- 3 `"" VENTED SOFFIT INSTALLED PER MANUFACTURER'S \� BOND BEAM FULLY GROUTED & REINFORCED (SEE (_ SD7 % 1 SPECIFICATIONS TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & INSTALL WINDOW PER WINDOW MANUFACTURER'S wiz cq � z cn C/� � REINF. PRECAST CONIC. LINTEL FULLY GROUTED W/ CUNT. SPECIFICATIONS & INSTALLATION INSTRUCTIONS #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S c� PER FBC--RES R613.6 & R613.7.5 _i 00 p — SECOND FLOOR co 0 SPECIFICATIONS & INSTALLATION INSTRUCTIONS ° PAINTED DRYWALL PER FBC-RES R613.6 & R613.7.5 00 1 j"x3j" STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S I Lu_j ENGINEER'S DRAWINGS) cn Ll 33BATT 5j" INSUL. FILLED (R-13) " PAINTED DRYWALL (R-0.45) OSB EXTERIOR SHEATHING FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) W FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS O j 4 OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER DRYWALL & CEMENTITIOUS 4"x1�" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) (\ -- GALV. MTL, LATH W/ #15 FELT PAPER OVER APPROVED FINISH = 9" T -NAILED INTO BLOCK, L) HOUSEWRAP. W\V FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS NOMINAL THICKNESS) U OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" �o NOMINAL THICKNESS) - (R-1.00) FINISH SECOND FLOOR I SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) / 16" DEEP OPE WEB FLOOR I FLOOR TRUSS LAYOUT. TOP OF C.M.U. WALL -- POIYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL STORY WALT__ SECTION SCALE. N.T.S. � L 0 \� BOND BEAM FULLY GROUTED & REINFORCED (SEE Ll TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIF T REQUIREMENTS) wiz cq � z cn C/� � REINF. PRECAST CONIC. LINTEL FULLY GROUTED W/ CUNT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S c� DRAWINGS) I p — INSTALL WINDOW PER WINDOW MANUFACTURER'S co SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 00 Ld I Lu_j GROUND FLOOR I cn Ll PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW " PAINTED DRYWALL (R-0.45) 00 FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) W ACTUAL WALL THICKNESS INSIDE AIR FILM (R-0.68) O INCLUDING STRAPPING, DRYWALL & CEMENTITIOUS 4"x1�" PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) FINISH = 9" T -NAILED INTO BLOCK, L) 8" CONC. MASONRY UNIT WALL (R- 1.11) W\V FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS U OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" �o NOMINAL THICKNESS) - (R-1.00) c SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION _ O UQ CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER -�- STRUCT. ENGINEER'S SPECIFICATIONS. CL :2O :2 CLEANOUT OPENING FOR EACH GROUT CELL DESIGN FINISH SLAB ON GRADE DRAWN TJF FINISH GRADE D ° ° PLASTER SKIM COAT OR t,341"' CHECKED o !PAINTED FOUNDATION WALLNCRETE JOB No. SLAB ON 6 MIL. POIYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL STORY WALT__ SECTION SCALE. N.T.S. SHT 0F SD7 0 V) Ll 0 wiz cq � z cn C/� C� X01 c� p — �►} co z Ld C Lu_j cn Ll E-�� ©�4�z Ox z W O LTJ LEJ L) W\V U w �o W c SHT 0F SD7 V) Ll Lv 0 00 z C Lu_j Ld ® I- Q LTJ LEJ U __J a W O UQ < CL :2O :2 DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 SHT 0F SD7 a UL 0338 1 HOUR RA [ED NON-LOADBEARING PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER s" 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 co r�>I� 00 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 "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD - DO NOT VENT OR PENETRATE SOFFIT 4 SDh FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS INSULATION BAFFLE j BETWEEN EACH TRUSS A TTI C PROVIDE MIN. R19 BATT INSUL. & 2" DRYWALL CEILING / 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING - FIRE CAULK ,JOINTS AND SEAMS SECOND FI__OOR 1 HOUR RAIED (U309) EXTERIOR EIRE WAEL SEE SHEET SD6 $" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE S IRUC T. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) " TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISH SLAB ON GRADE 07 - L _I e.] v F FINISH GRADE 4 A d CYC v - PLASTER SKIM COAT OR PAINTED FOUNDATION WALL a a v a 4' ___ �,. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (�" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR�USSES P FLOOR TRUSS LAYOUT _ BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED 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 REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL d a 4 32" CONCRETE SLAB ON 6 MIL - ---- -__- POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 4 1 HOUR EXTERIOR WALL_ SECTION (TYP) SCALE: N.T.S. 5 WOOD TRUSSES, GYPSUM WALLBOARD lass layer 5/4' type X gypsum wallboard applied at fight angles to wood roof trusses 24" D.C. with 11/4" Type W or S drywall screws 24" D.C. Face layer sle type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1 TIB" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 11/I" Type G drywall screws 12" o.c. placed 2" bad( on either side of and joints. Joints offset 24" from base layer joints. Wood trusses supporting 112" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. UL DEFAILf Approx. Ceiling Weight: 5 pet, Fre Test: FM FC 172, 2-25-72: ITS, 8-8.98 Design N9. U301 Bearing Wall Rating -Z HR" - Fisish Rating - fd) Mime -----��-1614 O.C. 16 O"C. - firestopw 1.1' aMileaas -Expand as covaea whit joint fifer. 2. Jobb - Expand or cavesed with fiber tape and joint finisher. As an alternate, nominal 3/32 in. thick gypsum veneer piaster maybe applied to the entm surface of Classified veneer baseboard. Ja Sts msfareel. 3. Naalls- 6d cement costed nails 1-74 in. long, 0i 0915 im shank dia® 114 in- diam headif ate, 8d cement coated nags 2-31$ i%L long, 0,113 in. shank disma 9132 its. dies. bads. 4. Gypsum, Beard -"- 518 in.1hick, two layers applied either horkontaliyr or vertically. maser layer attached to stands vft the 1-718 in. sails spaced is in. OC. tauter leyier attached to studs over inner Byer with the 2-318 in. long nags spaced 8 in. OC. Vertical Joints lobated over sands. All joints is face layers staggered wilh joints in base layers Joints of each base hyex offset with joints of base layer on rippusi6e side. When used in widtas other than 48 in., gypsum board to be installed hfui2nntally. When Steel Framing A+lembecs" (Item 6) we used, base layer attached to fiv ing chowls with 1 in. long Type S"bugle-bead steel screva spaced max 24 isa. OC; face layer attached rou 111 1-518 in. long Type S bugle -head steel scmws spaced man 12 isL OC. UL DETAIL_..S JD8 UL DESIGN 11338 Despn No. Dain IxMu15, 2010 aa 3 Menbrky or er wrinnag w.0 RSMng -1 nR, (Rr stein. 2 ane 2A) Pirdsh Rating - One L.yw of Wallboard - "In. ser NK Tore Layers at WaabDWa - Min. Be MM Load RastrlLbO M C-"- APPIMW- - See Betls RUYY7. 4 i z as 2a L. xUZOK& SECTION I. Weed ercds - Nom 2 by 3 or 2 by 41n., not was. sans 24 In. O.C. mon, T=K*, Aresloppad. 2. GYP- Board- - For NonesMnp Wan hong - Ona I yer r 6/B Inthick gypsum board -M M lace side or Rude. Gypnm beard applied hanmntelly or varticelM, unkfr WecMed below, with "Mcal Joints amend or studs, and MI W to slide and bourn pieces 7 m. O.C. with N cement coated mins, 1-7/5 In. long, 0.0915 In. shank diem and L14 In. diem head. As an .linnets, No. 6 bugle need drywA atmos, 1.7/71.. loop, may be substituted for the Of cement meted n th, 25. Wi MIM DOard• - (AS an allMWA to lam 2, not Shawn) - For Nanbeartng Wall rating - Any 5/81n. Mick gypsum panels paplied rd by the studsaend ben ps listed bellow shown type um Boards (CKNJ() category. Applied horlxomdN or vertically rig platesrssum with 1-1/4 in. king Type W coons, thd gyppanel AM screws spaced a max 8 in. CC, with Iasi screw, 1 M. from edge of board. When used In widths other than 46 In., gypsum board m be Installed horizontally. CANADIAN GYPSUM COMPANY GNIIGD STATUS GYPSUM CO UW MMX=D S A DB C v 2C. Gypwar Eeemi - Sana as Item 28. For Searing Wall ntkg - Additional Myr r S/e In. tldcly 4 R wide wallboard each side of assembly. Attached to studs over Inner law 8 In. O.C. max with 1-7/8 In. long Type W coarse thread gypsum panel a" screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MMCO S A DE C Y 2D. GypMnn Soacd• - (As an alternate M Item 2, not shown) - For Nanbeering Wag rating - 5/8 In. thick gypsum panels applied horizonWly or vertically and attached to studs and baring plates with 1-1/4 m. long Type Wars coarse thread gypsum panel steel scows spaced a max 81n. OC, with lost slew 1 in. from edge of board. When used In widths other then 48 In., gypsum board to be INtellad horirontody. AMBRICAN SYM14 CO - Typed AGX-1, AGC CMUAINTEED GYPSUM MC - ProRoc TWO C or ProRoc Type X CMYAZWMEED GYPSUM CANADA INC - Proltoc Type C or Protoc Type X TEMPLo-INLAND - Type TGC 2E. Oyp a Saard• - Same as Item 2D. For Bearing Wag nt7g - Additional layer of 5/8 In, thick 4 R wine wallboard each side r assembly. Attached to studs over Inner layer in. O.C. max with 1.7/81n. king Type W coares thread gypsum panel steel screws. AMERICAN GYPSUM CO - Type AGX-1, AG -C CERTAZMIID GYPSUM INC - ProFac Type C or ProRoc Type x CERTAIMMO GYPSUM CANADA INC - Prollm Type C or proton: Type x TEMPLE-INLAND - Type TG -C 2F. gypmm lincui - (As on alternate to Item 2, not shown) - For No ibaaring Wag rating - SIB In. Mint gypsum panels, with square edges, applied either horizontally or WRKaNY• Gypsum panels Ihatened to hsming with 1-I/41n. long Type W coarse thread gypsum panel MIN acreW4 spaced t max 8 m. OC, With last 2 sretwei 1 and 4 in. from edge of board or nelled as described In Item 3. When used In widths of Thr than 481n., gypsum boards am to be Installed horizontally. TEMPLE-INLAND - GresnWaM type X. 7BNPtE-INLAND - Type x Comfo t3vard sound Deadening Gypsum Board. 21. Wall and Par1Nb11 FBnLgs Ata AmaBserlssa - (As an alternate M Items 2 through 2N) - Nominal 5/8 In. thick, 4 R wide panels, applied vertically and secured M described In Rem 2 or 2A. SERIOUS MATERIALS LNC - Types QuIet0.ork ES, QuletAock 527 3. JMtft and NMI /Nada - Gypsum board joints of outer layer ceverod with paper tsps and Joint compound. Nan heads or cuter layr covand with Joint Compound. As on ahtamaa, nom 3/32 in. thick gypsum yeneer ploster may be applied to the entire surface of Clessined veneer baseboard with Joints reinforced with paper tope. 4. Saab ace SlorAwW - (Optional) - Max 1 in. thickness glen or mineral fiber bee Insulation. Sae Sins and glank§Um (BZJL) category for names of Classified compenles. 4A. aYp, Sp M da - As an alternate to Bath and Blankets (item 4) - Spray applied cellonas material. The fiber to applied with water m completely fill the emkaM cavity In accordance with the application inehuctioro supplied with the product Nominal cry dens" of 3.0 lb/Rs. Alternate application method: The Nor is applied With U.S. Groonfiber LLC Type AD100 hr melt adhesive at a normnol ratio or one part edhaswe to 5.6 porta Aber to completely All the enclosed maty In accordance With the application InwuctlMs supplied With the product. Nominal dry density or 2.5 Ib/A1. U s GREENFISER L L C - Coopcn2 SMblllpd or Coccicn-PRM (Fire Rated Material) 4B. liber, Spratnd• - As an aitemete to Batts and Marietta (Item 4) And Rem 4A - Spray applied conular Insulation material. The fiber Is applied with water to Interior surfaces In accordance with the applicatbm InstruWons supplied with the product. Applied to completely RII the enclosed cavity. Minimum dry density of 4.3 pounds per cubic R. Nu -wool Cc INC - Cellulose Insulation 4C, Fiber, Sprayad• - As on alternate to Baps and BlankW (Item 41 - Spray applied cellulose Aber. The Aber N applied with water to completely All the enclosed awry In accordance with the application Instructions supplied with the product. Tho minimum dry dent" shall be 4.301baJfra. UMUNATIONAL CELLULA!! CORP - Celbsr.RL Wnq the IA ClaMlfltetlon fork 7 UL DETAILS D UN DETAILS RWRI ERS LABOR WOIRIE . COPYRIGHT FROM UNDERWRITERS LABORATORIES L LJ Q 0 S FIRE RETARDANT \�P TREATED PLYWOOD C`\ /- SHEATHING ON PORCH ROOF i � Z -`� O • � CL U W 2 LAYERS 5/8" TYPE "X" a DENSGLASS MOISTURE 1 HOUR RATED GA FILE NO,. RC2602 RESISTANT EXTERIOR 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON SHEATHING USED AS PORCH CEILING SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO CONCRETE LINTEL AT PORCH BEAM -- SEE LINTEL PLAN ON MATCH STRUCTURAL SHEETS FOR ACTUAL SIZE 1� PORCH OVERHANG DETAIL �JD8SCALE: N.T.S. CHECKED `11111t1/�e� DWG.No. Q A�1aaa` 905/117 SCALE ,. `o '`�'� UJ zQ 0 L LJ 0 0 -. j Z uJ Oa 2� CJ 'r��♦�f Z �tN>% > ,e � `i Ro oO I��/pttp��®era J_ o 1�1 O 3: LL. CHECKED z DWG.No. F� 905/117 SCALE AS NOTED DATE 0 L LJ � y V' O oO 1�1 O Z ��p J LTJ J 0 LTJ 'Wl N W Q 0 bi o nye-�nI u 1 d IgI�r.JI CHECKED TJF/WMR DWG.No. F� 905/117 SCALE AS NOTED DATE 06/22/11 - L LJ O oO Z ��p J LTJ L_ J Q 0 1 d IgI�r.JI I- Oyam( U Ln�l ® < ®- DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/22/11 - SHT OF GENERAL NOTES: 1. ALL BRANCH CIRCUIT CONDUITS SHALL CONTAIN A MINIMUM OF (2) # 12AWG WIRES, PLUS A MINIMUM OF # 12AWG GROUND WIRE UNLESS OTHERWISE NOTED, ADDITIONAL WIRES REQUIRED ARE SO INDICATED BY THE NUMBER OF TIC MARKS SHOWN OR AS REQUIRED. ALL HOMERUN BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED AS INDICATED UNLESS PRIOR APPROVAL FROM THE ENGINEER AND OWNER IS RECEIVED IN WRITING. ALL BRANCH AND FEEDERS CIRCUITS SHALL HAVE INDIVIDUAL NEUTRAL CONDUCTORS MINIMUM CONDUIT SIZE SHALL BE 1/2". 2. COORDINATE THE LOCATION OF ALL DEVICES AND BOXES WITH WINDOWS, CHALK/MARKER BOARDS AND BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO INSTALLATION OF CONDUITS OR BOXES. CONTRACTOR SHALL CONSULT ALL CONTRACT DRAWINGS TO VERIFY CONFLICTS WITH MARKER BOARDS, BULLETIN BOARDS, BUILT-INS, AND CABINETS PRIOR TO BIDDING. 3. COORDINATE HEIGHTS OF WALL MOUNTED LIGHTING FIXTURES TO CLEAR MIRRORS, CABINETS AND BUILT-INS. 4. CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLES. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 5. PROVICE IDENTIFICATION, AS SPECIFIED IN THE 2008 NEC 230.2(E), AT EACH METER LOCATION. 6. DRAWINGS COMPLY WITH FBC 13-413. 4x4 BOX WITH SINGLE GANG MUD RING FOR VERIZON PUNCHDOWN TERMINAL DEMARK JACK. WIRE AND AS REQUIRED BY TELEPHONE COMPANY F( JACK BY TELEPHONE COMPANY COAX CABLE OUT TO EACH TV JACK BY ELECTRICAL CONTRACTOR 4 PAIR CAT5 WIRE OUT TO EACH TELEPHONE JACK IN THE UNIT BY ELECTRICAL CONTRACTOR ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 9. PROVIDE ALL 15 AMP RESDENTIAL GRADE RATED WHITE COLORED WIRING DEVICES UNLESS OTHERWISE NOTED. ALL COVER PLATES SHALL BE WHITE PLASTIC UNLESS OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA, FIRESTOPS SHALL BE BY THE CONTRACTOR. 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 12. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY. 13. EACH BIDDER SHALL INSPECT THE SIRE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 14. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 15. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engine ers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET ABBREVIATIONS AND ACRONYMS A AMPERES KW KILOWATT AC ALTERNATING CURRENT LTG LIGHTING ADA AMERICANS W/ DISABILITIES ACT MCM THOUSANDS OF CIRCULAR MILS AFF ABOVE FINISHED FLOOR MCP MOTOR CIRCUIT PROTECTION AFG ABOVE FINISHED GRADE MCU MASTER CONTROL UNIT AHU AIR HANDLING UNIT MH METAL HALIDE AWG AMERICAN WIRE GAUGE N NEUTRAL C CONDUIT NA NOT APPLICABLE CATV CABLE TELEVISION NEMA NATIONAL ELECTRICAL MANUFACTURERS ASS. CONC CONCRETE NF NON-FUSED COND CONDUIT NFPA NATIONAL FIRE PROTECTION ASSOCIATION CU COPPER NEC NATIONAL ELECTRICAL CODE DISC DISCONNECT NIC NOT IN CONTRACT ECB ENCLOSED CIRCUIT BREAKER NL NIGHT LIGHT EF EXHAUST FAN O.C. ON CENTER ELEC ELECTRICAL P POLE EM EMERGENCY PNL PANELBOARD EMS ENERGY MANAGEMENT SYSTEM PVC POLYVINYL CHLORIDE EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL EX EXISTING RM ROOM FA FIRE ALARM SPEC SPECIFICATION FACP FIRE ALARM CONTROL PANEL SS SYPER SAVER OR STAINLESS STEEL G GROUND TYP TYPICAL GFI GROUND FAULT INTERRUPTER UON UNLESS OTHERWISE NOTED GND GROUND V VOLTS GRC GALVANIZED RIGID CONDUIT VAV VARIABLE AIR VOLUME HVAC HEATING, VENTILATING AND AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVE J JUNCTION W WIRE KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY WP WEATHERPROOF KVA KILOVOLT -AMPERES ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 9. PROVIDE ALL 15 AMP RESDENTIAL GRADE RATED WHITE COLORED WIRING DEVICES UNLESS OTHERWISE NOTED. ALL COVER PLATES SHALL BE WHITE PLASTIC UNLESS OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA, FIRESTOPS SHALL BE BY THE CONTRACTOR. 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 12. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY. 13. EACH BIDDER SHALL INSPECT THE SIRE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 14. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 15. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engine ers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET ❑ PERMIT SET LIGHTING SCHEDULE CATV OUTLET MARK DESCRIPTION QTY. LAMPS TYPE MOUNTING VOLTAGE MANUFACTURER REMARKS A 2 -LAMP FLUORESCENT FIXTURE 2 32W T8 CEILING 120 PROGRESS LIGHTING - GARAGE 131 4 -LIGHT VANITY WALL MOUNT 4 40W A19 WALL 120 PROGRESS LIGHTING P3298-15 BATH BAR - 4 -LAMP B2 6 -LIGHT VANITY WALL MOUNT 6 40W A19 WALL 120 PROGRESS LIGHTING P3299-15 BATH BAR - 6 -LAMP C ROUND MUSHROOM CEILING MOUNT FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P3408-30 HALLWAYS, CLOSETS, UTILITY ROOM, GARAGE D DOWNLIGHT 1 65W BR30 CEILING 120 PROGRESS LIGHTING P87-AT/P8066-28 KITCHEN E SINGLE LAMP PENDANT FIXTURE 1 60W A19 SUSPENDED 120 PROGRESS LIGHTING P3788-33 FOYER HANGING PENDENT F CEILING FAN WITH LIGHT KIT 3 60W A19 CEILING 120 SELECTED BY OWNER - G COACH LIGHT 1 60W A19 WALL 120 PROGRESS LIGHTING P5682-31 WEATHER RESISTANT H CEILING MOUNTED PORCH FIXTURE 1 60W A19 CEILING 120 PROGRESS LIGHTING P5744-31 PORCH I DOWNLIGHT 1 60W A19 CEILING 120 PROGRESS LIGHTING P87-AT/P8009-60 SHOWER LIGHT J 4" LOW VOLTAGE IC HOUSING DOWNLIGHT 1 50W MR16 CEILING 120 JUNO IC44, 440 -WH TRIM OFFICE, COORDINATE SELECTION WITH OWNER K TRACK LIGHTING 6' OR 8' 4 50W MR16 CEILING 120 JUNO R701WH, R6WH, R8WH OFFICE, COORDINATE SELECTION WITH OWNER ELECTRICAL SPECIFICATIONS: GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRICAL CODE (N.E.C.) ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL WIRING METHODS SHALL BE PER THE NATIONAL ELECTRICAL CODE. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED. OR TYPE MC CABLE INSIDE RESIDENTIAL UNITS IS PERMITTED. USE OF NON-METALLIC CONDUIT IS PERMITTED WHERE CAST IN CONCRETE. 5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS. 9. PROVIDE ALL 15 AMP RESDENTIAL GRADE RATED WHITE COLORED WIRING DEVICES UNLESS OTHERWISE NOTED. ALL COVER PLATES SHALL BE WHITE PLASTIC UNLESS OTHERWISE NOTED. 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA, FIRESTOPS SHALL BE BY THE CONTRACTOR. 11. CONTRACTOR TO PROVIDE STRICT COORDINATION WITH KITCHEN EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 12. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, EXISTING DEVICES OR EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY. 13. EACH BIDDER SHALL INSPECT THE SIRE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 14. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 15. CONTRACTOR SHALL COORDINATE WITH THE LOCAL ELECTRIC POWER UTILITY REPRESENTATIVE AND VERIFY EVERY ASPECT OF THE SERVICE ENTRANCE SIZES, LOCATIONS, AND TERMINATION REQUIREMENTS PRIOR TO BIDDING. 16. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engine ers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET ❑ PERMIT SET TELEPHONE OUTLET ABOVE COUNTER BID CET CATV OUTLET CONSTRUCTION SET RECALL SYSTEM. AS BUILT REVISIONS �- 8x10 FLUSH BOX 17. CONTRACTOR SHALL PROVIDE FIRE ALARM SYSTEM AS INDICATED IN DRAWINGS. SYSTEM SHALL BE UL LISTED, y TELEPHONE OUTLET ABOVE COUNTER SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS, AND SHALL BE INTERCONNECTED TO ACTIVATE ELEVATOR CATV OUTLET WITH SCREW COVER RECALL SYSTEM. ® 18. ALL CIRCUITS BREAKERS SERVING SUPPLYING OUTLEST IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, COAX CABLE FROM BACKBOARD LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS 4 PAIR CAT5 FROM BACKBOARD BY CABLE COMPANY SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTERS (AFCI). BY TELEPHONE COMPANY 19. ALL RECEPTACLES IN KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNRROM, 1-1/2" CATV CONDUIT TO PROPERTY LINE BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DWELLING UNIT SHALL BE TAMPER RESISTANT. w Q #6 GND TO GROUNDING ELECTRODE SYSTEM CUTTING AND PATCHING 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH 1S REQUIRED FOR THE INSTALLATION OF DIVISION 16 H 1-1 /2" TELEPHONE CONDUIT TO PROPERTY LINE WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER PRIOR TO ANY CUTTING. ALL Q PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. 0 z TENANT UNIT SYSTEMS TERMINATION BOX N.T.S. ELECTRICAL SYMBOL LEGEND BASIC MATERIALS SINGLE POLE SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH POWER IR DUPLEX RECEPTACLE DUPLEX GFI RECEPTACLE " WP" DENOTES WEATHERPROOF COVER DUPLEX RECEPTACLE ABOVE COUNTER HEIGHT 7C DUPLEX GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT DUPLEX RECEPTACLE CONTROLLED BY LIGHT SWITCH ® DRYER OR RANGE RECEPTACLE RECEPTACLE, 2 POLE COORDINATE TYPE WITH EQUIPMENT ® CEILING MOUNTED GFI RECEPTACLE CODE SIZED JUNCTION BOX WITH BLANK IDENTIFIED COVER ® FAN RATED JUNCTION BOX IN CEILING g METER PANEL [Z, DISCONNECT LIGHTING LIGHT FIXTURES, SEE PLANS AND FIXTURE SCHEDULE FOR TYPE <V COMBINATION EXIT/EMERGENCY LIGHT WITH BATTERY BACKUP FIRE ALARM ® SMOKE DETECTOR co COMBINATION CARBON MONOXIDE SENSOR/SMOKE DETECTOR 0 TELEPHONE OUTLET y TELEPHONE OUTLET ABOVE COUNTER Q CATV OUTLET EXHAUST FAN ® COMBINATION EXHAUST FAN/LIGHT 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. PAINTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION, CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS PREVIOUS. ACCEPTANCE TESTING 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC., TO PERMIT INSPECTION AS REQUIRED. AS -BUILT DRAWINGS 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDUMS AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. PROTECTION 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ ENGINEER. EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/ OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ® ■ U) a C Won w 0 0 x�a °8 1� 0 Cf) W. AWA � a� p Q W o �1 rW V W rr� SHEET NO.: Eml�1 V DRAWN: JMF CHECKED: DAD r APPROVED: DAD D��id �•iDa��i�va O N 4739 ATE OF ';QC f7 RIDS Copyright 0201f1/IDDto N �{nc. ELECTRICAL PLAN 1/4" = 1'-0" FIRST FLOOR J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS. ELECTRICAL PLAN 1/4" = 1'-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC PANEL: P 1 RATING: SERVICE: 4554 VA 150 AMP MLO 120/24OV, 10-3W SMALL APPLIANCE LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: #2G LAUNDRY 22,000 1500 VA CITCKT. N0. EQUIPMENT SERVED KVA BKR. POLE TR 0 BRANCH CKT N GND C O CKT N0, EQUIPMENT SERVED KVA CKT. BKR. POLE_j TR 1 0 BRANCH CKT 1 N I GND C 1 AC -2 9.50 2 160 6 - 10 3/4" 1 A 2 BEDROOM 1.25 1 20 12 12 12 1/2"1 3 1 -L -L 6 9422 VA HEATING DEMAND B 4 BEDROOM 1.25 1 20 12 12 12 1 2" 5 CU -2 4.00 2 30 10 - 10 3/4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 j 2" 7 1 -L -L 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1 2" 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER BATH .580 1 20 12 12 12 1 2" 11 1 � —L 10 B 12 BATH .780 1 20 12 12 1211/2" 13 RANGE 12.0 2 50 8 - 10 3/4' A 14 GARAGE & EXTERIOR LT/REC .600 1 20 12 12 12 1/2' 15 —L L -J— 8 B 16 LIGHTING/ RECEPTACLES 1.13 1 1 20 12 12 12 1/2" 17 DRYER 5.00 1 2 30 10 - 10 21 4" Al18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1 2" 19 1 —j— I —LI 10 1 1 B 20 KITCHEN RECEPTACLES .540 1 20 12 1 12 12 1/2"1 21 WASHER 1.50 1 201 12 1 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 j 2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1 2" 25 DISHWASHER 1.20 1 20 12 12 12 1/2" A 26 BATHROOM RECEPTACLES .540 1 20 12 12 12 IIT 27 MICROWAVE HOOD 1.50 1 20 12 12 121 2" B 28 29 REFRIGERATOR 1.50 1 20 12 12 12 1 2" A 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E-5001 POWER CO. TRANSFORMER 120/240V, 1 -PH BUILDING CONC. FOOTING FOOTING STEEL BAR . SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1518 SQ. FEET x 3 VA = 4554 VA COPPER SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA #2G LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA w DRYER 5000 VA r , WATER HEATER W 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 33554 VA THE FIRST 10000 VA @ 100% = // 11 Copyright 0 2011, DD� �E�n�gineermg, Inc. 10000 VA REMAINING 23554 VA (w 40% = 9422 VA HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA (0, 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 28922 VA 120/240 VOLT SERVICE/FEEDER LOAD 121 AMPS MAIN BREAKER : 150 AMPS NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P1 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE 1 `T'...... T,—#6CUTELEPHONE/CABLE CABNET 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engine ers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET WIRE SCHEDULE O# COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engine ers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET 1— PERMIT SET BID SET ❑ CONSTRUCTION SET AS BUILT W REVISIONS w F Q O z ■■■■■■■■■■■■ 1— r� U SHEET NO.: W E=2 w DRAWN: JMF CHECKED: DAD r , APPROVED: DAD W =-4.. 2. * _= 739 -_ .Q STT OF Gtd� ��,, AL // 11 Copyright 0 2011, DD� �E�n�gineermg, Inc. G 4 ELECTRICAL PLAN 1/4" = 1'4' G 1ST FLOOR CU -3 ELECTRICAL PLAN 1/4" = 1'4" 2ND FLOOR RECEPTACLE AND PULL LITE IN ATTIC POWER CO. TRANSFORMER 120/240V, 1 -PH Ih BUILDING CONC. FOOTING SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 150 AMP MLO 120/240V, 10-3W 4779 VA LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 4500 VA LAUNDRY 22,000 1500 VA 0 BRANCHCKT N GND C 0 CKT N0. EQUIPMENT SERVED KVA CKT. BKR. Pap 0 BRANCH CKT N GND C 6 - 10 3/4"JAI DISPOSAL 2 BEDROOM 1.25 1 20 12 12 12 1 2" 6 9512 VA B 4 BEDROOM 1.25 1 20 12 12 12 1 2" 10 - 10 A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1 2" 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1 / 2" 10 - 10 r34 A 10 MASTER BATH .580 1 20 12 12 12 1 2"10 B 12 BATH .780 1 20 12 12 12 1/2"8 - 10 3 4 A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 1 2" 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 "" 1 2" 10 - 10 3/4"' A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1/2 " 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 12 12 12 1/2' A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 U 2" 12 12 12 1/2" 1 B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1 /2" 12 12 12 A 26 BATHROOM RECEPTACLES 720 1 20 12 12 12 IIT 12 12 12 t12 B 28 12 12 12 A 30 R E-5001 POWER CO. TRANSFORMER 120/240V, 1 -PH Ih BUILDING CONC. FOOTING SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1593 SQ. FEET x 3 VA = 4779 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 33779 VA THE FIRST 10000 VA (a7 100% = 10000 VA REMAINING 23779 VA 0), 40% = 9512 VA HEATING DEMAND 9500 VA @ 100% = COOLING DEMAND 4500 VA (u; 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 29012 VA 120/240 VOLT SERVICE/FEEDER LOAD 121 AMPS MAIN BREAKER : 150 AMPS - NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 PANEL P2 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE -I #6CU TELEPHONE/CABLE CABNET FOOTING — ------ ----------- - STEEL BAR —--------------- F4-� 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. corn DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ E ■ OA H 0 0 x 0� N AWA � 0 W U� 0 SHEET NO.: E=3 DRAWN: JMF CHECKED: DAD r APPROVED: DAD `\\PaaiHlAi Dai$jlya OPS, NSF * 473 R1 zlz� copyright. © 2011 15lift Inc. WIRE SCHEDULE ® COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. corn DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ E ■ OA H 0 0 x 0� N AWA � 0 W U� 0 SHEET NO.: E=3 DRAWN: JMF CHECKED: DAD r APPROVED: DAD `\\PaaiHlAi Dai$jlya OPS, NSF * 473 R1 zlz� copyright. © 2011 15lift Inc. J -BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. SEE SYSTEMS RISER DIAGRAM FOR REQUIREMENTS, ELECTRICAL PLAN 1/4" = F-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = 1'4' SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC PANELP3A RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/24OV, 10-3W LAUNDRY 1 CIRCUIT x 1500 VA = LUG LOCATION: TOP OR BOTTOM MOUNTING: SURFACE A.I.C.: 12000 VA DRYER 22,000 WATER HEATER CKTCKT. N0. EQUIPMENT SERVED KVA BKR. POLE TR O BRANCH CKT I N GND C O CKT N0. EQUIPMENT SERVED KVA CKT. BKR. POLEI TRI 0 BRANCH CKT 1 N IGNDI C 1 AC -3 9.50 2 60 6 - 1 10 3 4" A 2 BEDROOM 1.25 1 20 12 12 12 1/2" 3 —L � 6 B 4 BEDROOM 1.25 1 20 12 12 12 1/2" 5 CU -3 4.00 2 30 10 - 10 3/4" A 6 MASTER BEDROOM 1.73 1 20 12 12 12 1/2" 7 � —L � 10 B 8 LIGHTING RECEPTACLES 1.38 1 20 12 12 12 1/2' 9 WATER HEATER 4.50 2 30 10 - 10 3/4" A 10 MASTER BATH .580 1 20 12 12 12 1/2"1 11 � � 10 B 12 BATH .780 1 20 12 12 12 1/2" 13 RANGE 12.0 2 50 8 - 10 3 4" A 14 GARAGE & EXTERIOR LT REC .600 1 20 12 12 12 11T 15 � —L 8 B 16 LIGHTING RECEPTACLES 1.13 1 20 12 12 12 1 2" 17 DRYER 5.00 2 30 10 - 10 3 4" A 18 LIGHTING RECEPTACLES 1.19 1 20 12 12 12 1/2" 19 —L � 10 B 20 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 21 WASHER 1.50 1 20 12 12 12 1/2" A 22 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 23 DISPOSAL .300 1 20 12 12 12 1/2" B 24 KITCHEN RECEPTACLES .540 1 20 12 12 12 1/2" 25 DISHWASHER 1.20 1 20 12 12 12 1/2" A 26 BATHROOM RECEPTACLES .720 1 20 12 12 12 1 2" 27 MICROWAVE/HOOD 1.50 1 1201 12 12 12 1/2" 1 B 1 28 29 REFRIGERATOR 1.50 1 1201 12 12 12 1/2"JAI 30 REMARKS: - PROVIDE GROUND BUS & NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT E-5001 POWER CO. TRANSFORMER 120/240V, 1 -PH Ih SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1674 SQ. FEET x 3 VA = 5022 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34022 VA THE FIRST 10000 VA (, 100% = 10000 VA REMAINING 24022 VA (a), 40% = 9609 VA HEATING DEMAND : 9500 VA ( 100% = COOLING DEMAND 4500 VA (u 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 29109 VA 120/240 VOLT SERVICE/FEEDER LOAD 122 AMPS MAIN BREAKER : 150 AMPS NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 0 150A0 BUILDING CONC. FOOTING_ -- FOOTING STEEL BAR I -- PANEL P3A 150 AMP MLO 120/240 VOLT 10-3W AIC: 22,000 BUILDING STEEL STRUCTURE YJ T --#ICU TELEPHONE/CABLE CABNET F-4---? 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. WIRE SCHEDULE O# COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(uddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET D PERMIT SET BID SET F] CONSTRUCTION SET AS BUILT 1-1 Ir REVISIONS E N N E M E N S E E® E F--1 SHEET NO.:-v—I—I W E=4 w DRAWN: JMF CHECKED: DAD r , APPROVED: DAL") W 9Aya F' 9 01 �� 4; 1 P /ONAL ��` /001���O Copyright © 2011, DDC Engineering, Inc. ELECTRICAL PLAN 1/4" = 1'-0" FIRST FLOOR ELECTRICAL PLAN 1/4" = F-0" SECOND FLOOR RECEPTACLE AND PULL LITE IN ATTIC P5 PANEL: RATING: SERVICE: SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 150 AMP MLO 120/240V, 10-3W L N CKT EQUIPMENT SERVED KVA NO. CKT. BKR. POLE I TR 1 0 BRANCH CKT 101C 1 N IGNDI C N 1 AC -3 9.50 2 60 6 - 10 3/4" A 3 -J— -J— 1 6 B 5 CU -3 4.00 2 30 10 - 10 2L4 L' A 7 —L —j— 1 10 B 9 WATER HEATER 4.50 2 301 10 - 1 10 3/4" A 1 11 1 -j— 1 10 B 1 13 RANGE 12.0 2 50 8 - 10 13/4" A 1 15 � � 8 B 1 17 DRYER 5.00 2 30 10 - 10 3/4" A 1 19 —L � � 10 B < 21 WASHER 1.50 1 20 12 12 12 1/2" A 23 DISPOSAL .300 1 20 12 12 12 1/2" B 25 DISHWASHER 1.20 1 20 12 12 12 1/2" A 27 MICROWAVE/HOOD 1.50 1 20 12 12 12 1/2" B 29 REFRIGERATOR 1.50 1 20 12 12 12 1 2" A < REMARKS: - PROVIDE GROUND BUS &, NEUTRAL BUS. - PROVIDE TYPE WRITTEN DIRECTORY. - CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER REQUIREMENTS BEFORE PURCHASING. - HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE. 30 CIRCUIT POWER CO. TRANSFORMER 120/240V, 1 -PH ]h SERVICE FEEDER CALCULATIONS: GENERAL LIGHTING: 1743 SQ. FEET x 3 VA = 5229 VA SMALL APPLIANCE 3 CIRCUITS x 1500 VA = 4500 VA LAUNDRY 1 CIRCUIT x 1500 VA = 1500 VA RANGE 12000 VA DRYER 5000 VA WATER HEATER 4500 VA DISHWASHER 1200 VA DISPOSAL 300 VA TOTAL: 34229 VA THE FIRST 10000 VA (�, 100% = 10000 VA REMAINING 24229 VA (5,) 40% = 9692 VA HEATING DEMAND 9500 VA (a), 100% = COOLING DEMAND 4500 VA (u 100% = LARGER OF HEATING OR COOLING DEMAND LOADS (HEATING) (NEC 220.60) 9500 VA NET COMPUTED LOAD 120/240 VOLT SERVICE/FEEDER LOAD MAIN BREAKER BUILDING CONC. FOOTING FOOTING STEEL BAR - - I NEMA 3R COMBINATION METER SOCKET AND 150 AMP MAIN CIRCUIT BREAKER AIC: 22,000 O 150AD PANEL P5 150 AMP MLO 120/240 VOLT 10-3W A1C: 22,000 BUILDING STEEL STRUCTURE ' —#ICU TELEPHONE/CABLE CABNET 7 10'x5/8"D METALLIC GROUND ROD WATER PIPE RISER DIAGRAM N.T.S. 29192 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. corn DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET ❑ CONSTRUCTION SET 7 AS BUILT u REVISIONS 0 z SHEET NO.: Ev—•1 w E=6 DRAWN: JMF 1 CHECKED: DAD r 1 APPROVED: DAD David A. DaSilva (541, Cop ri ht 0 2011. DDC Enizinccrinv. Inc. WIRE SCHEDULE O# COPPER 1 3 4/0,1-1/2"C 2 #2G 3 3 4/0, #2G, 1-1/2"C 29192 VA 122 AMPS 150 AMPS DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engineers. corn DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET ❑ CONSTRUCTION SET 7 AS BUILT u REVISIONS 0 z SHEET NO.: Ev—•1 w E=6 DRAWN: JMF 1 CHECKED: DAD r 1 APPROVED: DAD David A. DaSilva (541, Cop ri ht 0 2011. DDC Enizinccrinv. Inc. 4" FIBER MESH CONCRETE AT 3000 PSIANCHOR BOTH SIDES LIQUID AND SUCTION LINES UP FROM BELOW GRADE - ANGLE BRACKET --TEK-SCREWS CONDENSER PAD a CAUTION: USE CARE. DO NOT PUNCTURE THE CONDENSER COIL. M1 INSULATE SUCTION LINE INSULATE BACK OF ALL AI DISTRIBUTION DEVICE CEILING SUPPORT FROM STRUCTURE TYPICAL DUCT / CONDENSER UNIT DETAIL M2 DIFFUSER DETAIL N.T.S. M-DOl l N.T.S. D PIPE NOT TO EXCEED UGH DRYER BOX OX ANSITION HOSE M6 DRYER VENT BOX DETAIL N.T.S. M -D064 AIR FLOW SUPPLY SUPPORT FROM DESCRIPTION CONDENSING UNIT STRUCTURE AC ON CONCRETE PAD TRANSITION INSULATED SEAL WATER -TIGHT BOX FLEX DUCT 6" ABOVE TO EVAPORATOR COIL GRADE i� THERMOSTAT MAXIMUM 2 PIPES ___ ___ 1/0V_ PER CONDUIT, TYP. LINES PROVIDE SADDLE SCHEDULE 40 PVC CHASE DUCT SUPPORT SUPPORT INSULATE BACK OF ALL AI DISTRIBUTION DEVICE CEILING SUPPORT FROM STRUCTURE TYPICAL DUCT / CONDENSER UNIT DETAIL M2 DIFFUSER DETAIL N.T.S. M-DOl l N.T.S. D PIPE NOT TO EXCEED UGH DRYER BOX OX ANSITION HOSE M6 DRYER VENT BOX DETAIL N.T.S. M -D064 AIR FLOW SUPPLY FLOOR M.1 TYPICAL AC INSTALLATION N.T.S. LEGEND / ABBREVIATIONS AIR DESCRIPTION SUPPLY DUCT DESCRIPTION AC AIR CONDITIONING FLEX CONNECTION 90° ELBOW W/TURNING VANES CU CONDENSING UNIT AC CLOSET WALL CUBIC FEET PER MINUTE i� THERMOSTAT REFRIGERANT EXHAUST FAN CD CONDENSATE LINES DRY BULB/WET BULB OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) P -TRAP THOUSAND BRITISH THERMAL UNITS SENS. SENSIBLE 1" CD TO EXTERIOR FIRE DAMPER 'L - - - - - KILOWATT FAN ROUND INSULATED FLEXIBLE DUCT MCA MINIMUM CIRCUIT AMPS AIR HANDLER ON OUTDOOR OR MANUAL BALANCE DAMPER EQUIPMENT SUPPORT SUPPLY DIFFUSER DB ® INSULATED RETURN AIR PLENUM. 910 ---TYPE 450 CFM DIFFUSER OR GRILLE DESIGNATION ® OR MINIMUM 24" ABOVE FLOOR. FUSER HP PHASE 4" PVC CHASE HP HEAT 12x6 TO EXTERIOR AC/CU 25 SIDE WALL GRILLE 600 0 .5 95 80 67 WITH FILTER FLOOR M.1 TYPICAL AC INSTALLATION N.T.S. LEGEND / ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION AC AIR CONDITIONING El 90° ELBOW W/TURNING VANES CU CONDENSING UNIT CFM CUBIC FEET PER MINUTE O THERMOSTAT EF EXHAUST FAN CD CONDENSATE DB/WB DRY BULB/WET BULB OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) MBH THOUSAND BRITISH THERMAL UNITS SENS. SENSIBLE FAN FIRE DAMPER KW KILOWATT FAN ROUND INSULATED FLEXIBLE DUCT MCA MINIMUM CIRCUIT AMPS MCA OUTDOOR OR MANUAL BALANCE DAMPER ® SUPPLY DIFFUSER DB ® RETURN DIFFUSERDIFFUSE 910 ---TYPE 450 CFM DIFFUSER OR GRILLE DESIGNATION ® OR EXHAUST GRILLE OR FAN SPLIT SYSTEM SCHEDULE MARK NOMINAL O.A. ESP MOTOR COOLING CAPACITY MAX I SONES I VOLT/ I PHASE ELECTRICAL DATA (OUTDOOR UNIT) WATTS I RPM I HP ELECTRICAL DATA INDOOR UNIT) DUCT DIAM. (IN.) NOMINAL TONS MANUFACTURER INDOOR AMB. ENT ENT SENS TOT NO COMP NO FAN FAN VOLT/ MCA FAN KW STAGE VOLT/ MCA OUTDOOR CFM CFM 12x12 TEMP DB WB MBH MBH COMP RLA(EA) FAN FLA(EA) HP PHASE HP HEAT 12x6 PHASE AC/CU 25 AC-1/CU-1 600 0 .5 95 80 67 13.2 18.2 1 1 7.2 1 1 U. 1/15 240/1 10 1/8 5 1 240/1 36 1.5 CARRIER AC-2/CU-2 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 1 0.9 1/8 240/1 18 1/2 5 1 240/1 47 3.5/2.5 CARRIER AC-3/CU-3 1400 0 .5 95 80 67 21.3 29.4 1 13.5 1 0.9 118 94011 18 1/2 5 1 240/1 47 3.5 2.5 CARRIER NOTES: 1. MOUNT UNIT IN VERTICAL POSITION. 0-1600 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE CONDENSER COIL GUARDS. 2, 3, 4 REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC. 2. INSTALL AND ANCHOR CONDENSER UNIT TO 6. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 10. PROVIDE PROGRAMMABLE THERMOSTAT. STRUCTURE. WITH DISCONNECT. 3. MIN. SEER OF 14.0 7. PROVIDE 1" PLEATED FILTERS. 4. PROVIDE AUXILLARY OVERFLOW SWITCH. 8. PROVIDE 5 YEAR WARRANTY. ..�nn. EXHAUST FAN SCHEDULE I MARK TYPE CFM ESP MOTOR DRIVE TYPE I FAN SERVICE I MAX I SONES I VOLT/ I PHASE CONTROL MANUFACTURE / MODEL NOTES WATTS I RPM I HP EF -1 ICEILING1 50 10.25 1 46 1 1680 - I DIRECT RESTROOM 10 115/1 1 SWITCH NU'1'UNh; 1,2,�j NOTES: 1. PROVIDE MOTOR RATED INTEGRAL DISCONNECT. 3. PROVIDE SPEED CONTROL. 2. PROVIDE BAKCDRAFT DAMPER. 4. PROVIDE VIBRATION ISOLATORS. FLEX DUCT ,o.a�,HEDULE CFM DUCT SIZE 0-100 6"0 101-250 8110 251-400 10"0 401-700 12"0 701-1000 14"0 100 1- 1500 t 16"0 1501-2000 1 18"0 *USE AIRFLOWS ABOVE FOR BOTH SUPPLY AND RETURN. M-DO12 PROVIDE 1/2" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) DISCONNECT SWITCH - CEILING NEOPRENE FLEXIBLE CONNECTION (TYP.) EA DUCT IFAN GRILLE CEILING FAN DETAIL N.T.S. IM -5002 MECHANICAL NOTES 1. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, PIPING OR OTHER EQUIPMENT. 2. THE MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND COOPERATE WITH THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. 4. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, RTU GAS EXHAUST OR PLUMBING VENT. 5. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. 6. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 7. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHTING LAYOUTS AS REQUIRED. 8. THE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE CONSTRUCTED INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. 9. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. INSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED. 10. THERMOSTATS AND REMOTE SENSORS SHALL BE LOCATED GENERALLY AS SHOWN. EXACT LOCATIONS SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH WALL MOUNTED WORK. AIR DISTRIBUTION DEVICE SCHEDULE FLEX TAG TYPE MANUFACTURERS MODEL NO. CFM RANGE MAX. N.C. NECK SIZE DUCT DIAM. (IN.) REMARKS 0-100 25 12x6 6 101-200 25 12x10 8 ® SUPPLY METALAIRE DIFFUSERS LV SERIES 1,2,3 201-300 25 12x12 10 301-400 25 18x12 12 0-150 25 12x6 - 151-250 25 12x10 - OR CEILING GRILLE METALAIRE LVD SERIES 1 , 2 , 3 251-450 25 12X12 - ® 451-800 25 20x20 - 801-1900 25 24X24 SWD SIDEWALL DIFFUSER METALAIRE LVD SERIES 101-250 25 12x6 1, 2, 3 251-400 18x6 SWR SIDEWALL RETURN METALAIRE RHF SERIES 0-1600 25 30x24 2, 3, 4 REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS, AND REGISTERS BORDER TYPES WITH CEILING, WALLS, ETC. 3. PROVIDE ALL ALUMINUM CONSTRUCTION. 4. PROVIDE 1" PLEATED FILTER FOR ALL RETURN GRILLES. NOTES: 1, THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLOW (CFM). THREADED CAP, HAND TIGHTENED THREADED CAP WITH %"O HOLE DRILLED IN TOP, HAND TIGHTENED. FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. AIR HANDLER SLOPE TO UNIT DRAIN j�m- DRAIN PAN CASING SLEEVE UNION 12" EXTENSION PIPE WITH THREADED CAP NOTE: AT END 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 1j TIMES FAN SUCTION S.P. B =;/2" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH 3/4" ARMAFLEX CONDENSATE DRAIN M5 P -TRAP D ETAI L N.T.S. M-DO02 M_sMECHANICAL SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL HVAC AND PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. CHANGES TO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST AT CONTRACTORS EXPENSE. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA MECHANICAL CODE, 2007 FLORIDA PLUMBING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, NATIONAL ELECTRIC CODE (NEC), UNITED LABORATORIES (UL), AND THE 2007 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVAC EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL AND COORDINATION. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DUCTWORK THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING TYPE 475 -FR, 1 1/2" THICK FIBERGLASS DUCT (MIN R -VALUE OF 6) OR APPROVED EQUAL. THE DUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BE UL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THE LATEST REVISION OF "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS", AS PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA). EXHAUST DUCT SHALL BE GALVANIZED. AIR DISTRIBUTION OUTLETS GRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC, ARI, AND AMCA COMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. SUPPLIER/ MANUFACTURER SHALL VERIFY EACH DEVICE FOR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC -30. PIPE SCHEDULE REFRIGERATION: REFRIGERANT PIPING SHALL BE ACR COPPER TUBING, WITH WROUGHT COPPER FITTINGS IN CONFORMANCE WITH ASTM B280. A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE, BURR, CLEAN FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUX TO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN -ACETYLENE EQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING. B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTION. C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSED SURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE ARMAFLEX OR EQUAL. CONDENSATE DRAIN LINE: CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR HANDLING UNITS. DRAIN LINES SHALL BE SCHEDULE 40 PVC. A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF Y4" PER FOOT. B. WATER SEALS SHALL BE PROVIDED IN THE CONDENSATE DRAIN FROM UNIT. THE DEPTH OF SEAL SHALL BE EQUAL TO THE TOTAL STATIC PRESSURE RATING OF THE UNIT TO WHICH THE SEAL IS CONNECTED. WATER SEALS SHALL BE CONSTRUCTED TO TWO TEES AND AN APPROPRIATE U -BED WITH THE OPEN END TO EACH TEE PLUGGED, HANDTIGHT. C. ROUTE DRAIN LINE INTO OUTSIDE FRENCH DRAIN OR SPLASH BLOCK. LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY RUSKIN MODEL ELF6375D. LOUVER SHALL BE 6" DRAINABLE ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH. Immumm DDC ®fir • Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(�,'ddc-engine ers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 111 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ❑ AS BUILT REVISIONS z E rx U Cn W A w A O z ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ VL W VS W W V� O � � Q 0 0 O Fy FIS --4 O W nh O a Tw V W r� V SHEET NO.: M-1 V DRAWN: JMF W CHECKED: DAD APPROVED: DAD OPT- . _ - 54 �P CENS 9 No. 547 * =_ STATE Cop ri ht ®2011, DDC En 'neerin , Inc. 4"0 EA UP EF -1 MECHANICAL PLAN 1/4" = F-0" FIRST FLOOR ?ING MECHANICAL PLAN - 1/4" = 1'-0" SECOND FLOOR ER IP 2" VENT UP 3" S U PLUMBING PLAN PLUMBING PLAN - 1/8" = F-0" FIRST FLOOR 1/8" = F-0" 2" VENT UP r Al 1,V 2" WC 2" 3"SS UP S1 SEWER RISER # 1 N.T.S. SECOND FLOOR 1%" 2" VENT FROM BELOW 3"SS DN 3" VTR 3" VTR I I I S2 SEWER RISER #2 N.T.S. 3" PLAN NOTES: M# MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4, SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. DDC -IIS Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(wddc-engine ers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT w H Q 0 z REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ® ■ r� V SHEET NO.: M-2 DRAWN: JMF W CHECKED: DAD APPROVED: DAD S � N 9 �$ S OF 4€ r ,1"• E ". Convricht 0 2011. DDC En 'neerin . Inc. nT T n MECHANICAL PLAN - 1/4" = F-0" FIRST FLOOR 4"0 D VENT MECHANICAL PLAN - 1/4" = F-0" SECOND FLOOR /ENT 2OOF ECO 3" SS UP S1 LAV EWH 2" VENT -3" SS UP UP Tj I i J 4" SS L-------------- ECO PLUMBING PLAN - 1/8" = 1'-0" �% FIRST FLOOR PLUMBING PLAN - 1/8" = 1'-0" SECOND FLOOR CO 2" VENT - ' UP IY2„ Ir SCO 3" 3"SS UP � 3" 3"SS UP I , 3" W% S1 SEWER RISER #1 - N.T.S. 2" VTR I 3"SS DN -\ S2 SEWER RISER #2 N.T.S. PLAN NOTES: Gi) 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT, VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 3" VTR - JI 2„ 11 2" C f � -, 1y2" 11 Avc " A 1% c�) 3� 2 3"SS DN S3 SEWER RISER #3 - N.T.S. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(,ddc-engineers. corn DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 11, 2011 REVIEW SET PERMIT SET BID SET F] CONSTRUCTION SET 11 AS BUILT El REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ E ■ on W x � pyo x ow o Q o 44 U� H o SHEET NO.: M=3 DRAWN: JMF W CHECKED: DAD APPROVED: DAD \\ JPO <) * 73 %-Ai S''ONAL Copyright ® 2011, DDC Engineering, Inc. 1" CD UP REF PIPING UP EF - MECHANICAL PLAN - 1/4" = F-0" FIRST FLOOR MECHANICAL PLAN - 1/4" = 1'-0" SECOND FLOOR BE I r---1— PLUMBING PLAN 1/811 = 1'-0" FIRST FLOOR 2" VENT ���----� UP—\ IY2„ 1 3"SS UP UP S1 SEWER RISER # 1 - N.T.S. 3" SS UP 3" SS UP 2" VTR 7-7111 W 1-14-4 _ L L__-_-1 LAV LAV R 3" SS DN S2 PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR 2" VTR J� I I I I 2 I I I I I I �v � 2.. WC 3"SS DN--\ 2 2" �T 3" SS DN S4 3" SS DN S3 S2 SEWER RISER #2 N.T.S. 2" VTR I I I I �1 I 2" VENT FROM j BELOW 3"SS DN S3 SEWER RISER #3 PLAN NOTES: Gi) 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M 1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. 3" VTR JI I I I I `> 2 I �• 2" r 1% I VAC lX2" �,V z I � 2.. 3" 3"SS DN-\ S4 SEWER RISER #4 N.T.S. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva@ddc-engine ers. com DDC PROJECT NO.: 11.073 CONSULTANTS: DATE JULY 119 2011 REVIEW SET ❑ PERMIT SET BID SET ❑ CONSTRUCTION SET AS BUILT ❑ REVISIONS W H d D 0 z ■■■■■■■■■■s■ W t�0A (y) OHO x�a W W^ �0 vCA O a � r� V 1---i SHEET NO.: 14 M=4 DRAWN: JMF W CHECKED: DAD APPROVED: DAD 739 /��lllllllll Cop ri ht ® 2011, DDC Enginccrin , Inc. 3" SS UP 2" UP 3" UP PLAN NOTES: Gi) 1. MOUNT UNIT ON RETURN AIR PLENUM PLATFORM. SEE DETAIL. 2. ROUTE 4" DRYER VENT TO EXTERIOR ROOF VENT. VENT CAP TO BE ACCESSIBLE FOR CLEANING. 3. ROUTE 1" CONDENSATE DRAIN TO EXTERIOR GREEN AREA. 4. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED ON M1, UNLESS NOTED OTHERWISE. 5. ROUTE REFRIGERANT PIPING TO EXTERIOR. ROUTE PIPES IN 4" PVC CHASE. 6. PROVIDE EXTERIOR SOFFIT LOUVER OR WALL CAP FOR EXHAUST FAN RELIEF. 7. MOUNT AND ANCHOR CONDENSERS ON 4" CONCRETE SLAB. 8. PROVIDE ROOF VENT WITH BACKDRAFT DAMPER, FOR EXHAUST FAN RELIEF. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(wddc-engineers. com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 119 2011 3" SS <` j REVIEW SET _r UP --- _ _ I - PERMIT SET R -- W - BID SET CO ROOF _ - -i BT _ CONSTRUCTION SET LI----I� L 3' SS� I LAV DN — _ AS BUILT LAV C REVISIONS -3 2" VENT PLUMBING PLAN 1/8" = 1'-0" FIRST FLOOR PLUMBING PLAN 1/8" = 1'-0" SECOND FLOOR z 0 E U W Q w 6 Q MA ■■■■■■■■■■®■ 3 VTR ------------- 150 150 73 ``�� I I 1 I.�2 I 3"SS UP I ; ----------------- - - j - � I r 2Y VT.�Rjl� ' II ``2y'rIi .�L`•�y',lr�i;iII' > �L�'� Oa A�0A�.w1 LO 2" z 3"SS JP ' 1%,iAV 0 2„ 2 0 4 2/z2 � FROM 2. O raq BELOW 3 c3 J 1%2 j 3” JC% 3, 2, CO W 4"SS /A� - 3"SS DN 3"SS DN 3"SS DN H� MECHANICAL PLAN MECHANICAL PLAN S1 SEWER RISER # i rs2SEWER RISER #2s3 SEWER RISER #3 54 SEWER RISER 1/4" = 1'-0" FIRST FLOOR 1/4" = 1'-0" SECOND FLOOR - N.T.S. - N.T.S. - N.T.S. - N.T.S. CHECKED: DAD APPROVED: DAD \\\MLvid Ai. aSilva l \ � t No ATE 0 its F1O��nP � Copyright1 602},SII 'Agi6'�ng,Inc. PLUMBING LEGEND DETAIL DESCRIPTION COVER SANITARY WASTE PIPING ------------------ SANITARY VENT PIPING ----------- COLD WATER PIPING 9 = ATTACH TO NOTES y" BALL VALVE WCO WALL CLEANOUT n` FCO ----- ECO FLOOR CLEANOUT EXTERIOR CLEANOUT VTR STRUCTURE CONTINUOUS WASTE FIN. FLOOR FOR WALL CONST. SEE ARCH. DWGS. PLASTIC ELONGATED SEAT,1 THREADED ROD ----------------- a a ° WC WATER CLOSET FLOOR MOUNTED, z �-MAY U -BOLT PIPE INSULATION a �� a a n EXTEND AS WASTE TANK TYPE CLEANOUT PLUG EXPANSION SELECT a LAVATORY VITREOUS CHINA W/KOHLER 1/2 1/2" TANK OR PIPE PIPE ° ° ° Q n ° ° ° OR VENT COUNTERSUNK SCREW EQUAL SELECT Q a KOHLER OR OWNER SH SHOWER SEE BELOW FOR VALVE 1/2" 1/2" CLEANOUT EQUAL TO ADJUSTING COLLAR TEE SELECT POLISHED S.S. BATH TUB VITREOUS CHINAKOHLER AM 1/2 2 CLEANOUT PLUG AND OWNER TO ACCESS COVER 3/4" T&P EQUAL BODY. SEE SPECS. REF • e PLASTIC BOX OUTLET WITHGUY RELIEF VALVETW;tr.z 2 PIPE SADDLE OWNER TO RISER . • . OR EQUAL (18 GA., 18" LONG) I BEND FULL 1 PIPE SADDLE WASHER (TYP.) WASHING MACHINE S SIZE, 4" MAX. 1/2" 1/2" 2" - TO (TYP•) UNISTRUT OR WASTE LINE w/ALL TO DRAIN PAN INSULATION PASSES ANGLEIRON PLUG IF END LENGTH TO SUIT ANTI -SYPHON DISH WASHER THRU HANGER UNBROKEN LOCKNUT (TYP.) 1/2" OF LINE - TO VACUUM BREAKERJ SELECT SINK STAINLESS STEEL 1" TO MOP SINK SIZES UP TO 3" MULTIPLE ELKAY OR ---------- SK (DOUBLE) 1/8 BEND AT END BALL VALVE 1/2" 1 1/2" EQUAL FLOW GOOSENECK FAUCET OF LINE CLEANOUT (TYP) SINGLE SELECT NOTES: 1. PROVIDE ALL SHUT OFF VALVES AND P -TRAPS AT SINKS AND 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE LAVATORIES. FOR ALL SHOWERS AND TUBS. 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED RESTROOMS. 3. ROUTE 1 1/4" DRAIN, 1/2" CW/HW TO ALL DISHWASHERS FROM NEAREST SINK. OWNER TO MAKE FINAL SELECTION OF FIXTURES. DRAIN VALVE DRAIN PAN DIELECTRIC WASTE LINE UNION (TYP) INSULATEDFROTE: CP -1 NOT REQUIRED PIPE HANGER DETAIL 2 FLOOR CLEANOUT DETAIL WALL CLEANOUT DETAIL WATER HEATER DETAIL N.T.S. P-DO05 N.T.S. P-DO06 N.T.S. N.T.S. P -D### PLUMBING LEGEND DETAIL DESCRIPTION SS SANITARY WASTE PIPING ------------------ SANITARY VENT PIPING ----------- COLD WATER PIPING 9 = HOT WATER PIPING (110 DEGREE) NOTES y" BALL VALVE WCO WALL CLEANOUT n` FCO ----- ECO FLOOR CLEANOUT EXTERIOR CLEANOUT VTR VENT THRU ROOF PLUMBING FIXTURE SCHEDULE amw \CPN ". 411 DESCRIPTION / PIPE SIZE MANUFACTURE / * MARK EQUIPMENT 9 = NOTES �LaR1 10 r1% ACCESSORIES CW HW WASTE MODEL PLASTIC ELONGATED SEAT,1 KOHLER OR OTO R WC WATER CLOSET FLOOR MOUNTED, 4 EQUAL TANK TYPE SELECT LAV LAVATORY VITREOUS CHINA W/KOHLER 1/2 1/2" 11/4" OR OWNER TO FAUCET EQUAL SELECT KOHLER OR OWNER SH SHOWER SEE BELOW FOR VALVE 1/2" 1/2" 2" EQUAL TO SELECT BT BATH TUB VITREOUS CHINAKOHLER 1/2 1/2 2 OR OWNER TO SEE BELOW FOR VALVE EQUAL SELECT REF REFRIGERATOR PLASTIC BOX OUTLET WITHGUY 1/2 2 GRAY OWNER TO PLASTIC VALVE OR EQUAL SELECT OWNER W WASHING MACHINE OWNER FURNISHED 1/2" 1/2" 2" - TO SELECT OWNER DW DISH WASHER OWNER FURNISHED 1/2" 1/2" 1 1/4" - TO SELECT SINK STAINLESS STEEL ELKAY OR OWNER SK (DOUBLE) (18 GA.) W/ 1/2" 1/2" 1 1/2" EQUAL TO GOOSENECK FAUCET SELECT NOTES: 1. PROVIDE ALL SHUT OFF VALVES AND P -TRAPS AT SINKS AND 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE LAVATORIES. FOR ALL SHOWERS AND TUBS. 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED RESTROOMS. 3. ROUTE 1 1/4" DRAIN, 1/2" CW/HW TO ALL DISHWASHERS FROM NEAREST SINK. OWNER TO MAKE FINAL SELECTION OF FIXTURES. PLUMBING SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS, LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. DRAIN, WASTE AND VENT PIPING SANITARY PIPING SHALL BE SCHEDULE 40 PVC IN CONFORMANCE WITH ASTM D 1784. WATER SYSTEM (DOMESTIC PIPING) ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER WITH SWEATED CONNECTIONS. BELOW GROUND PIPING SHALL BE TYPE "K" COPPER WITH SWEATED CONNECTIONS. PIPING SHALL BE IN CONFORMANCE WITH ASTM B88 A. SOLDER JOINTS WITH FREE FLOWING SOFT LEAD FREE SOLDER �%) PER ASTM B32 B. PIPING SHALL BE TESTED HYDROSTATICALLY AT A PRESSURE OF 150 PSIG. C. AFTER COMPLETION OF WORK, THE PIPING SHALL BE FLUSHED AND STERILIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. INSTALLATION PIPE SHALL BE CUT ACCURATELY TO MEASUREMENTS ESTABLISHED AT THE JOB SITE AND WORKED INTO PLACE WITHOUT FORCING, PROPERLY CLEARING ALL WINDOWS, DOORS, AND OTHER OPENINGS. PIPES SHALL HAVE BURRS REMOVED BY REAMING AND SHALL BE SO INSTALLED AS TO PERMIT FREE EXPANSION AND CONTRACTION WITHOUT DAMAGE TO JOINTS OR HANGERS. OPERATION AND MAINTENANCE INSTRUCTION COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS MANUALS FOR EACH PIECE OF EQUIPMENT, BOUND IN BOOK FORM, SHALL BE PREPARED. OPERATING INSTRUCTIONS EXPLAINING PREVENTIVE MAINTENANCE PROCEDURES, METHODS OF CHECKING THE SYSTEM FOR NORMAL SAFE OPERATION, AND PROCEDURE FOR SAFELY STARTING AND STOPPING THE SYSTEM SHALL BE PREPARED AND INCLUDED WITH THE MANUALS, GUARANTEE AND WARRANTIES A. FURNISH OWNER WITH A WRITTEN GUARANTEE PROTECTING THE OWNER FROM COSTS DUE TO POOR WORKMANSHIP AND FAULTY MATERIALS OR EQUIPMENT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. B. FURNISH OWNER WITH ORIGINAL EQUIPMENT FACTORY WARRANTIES. DDC Engineering, Inc. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 COA: 25988 davedasilva(,ddc-engineers.com DDC PROJECT NO.: 11073 CONSULTANTS: DATE JULY 119 2011 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT 0 z REVISIONS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o W 0A Wx� Cn 0 0 0 x a 0 w A� O W PA z x 414 CO CA ca 0cf) W4 F-1 ^W I—) SHEET NO.: F--1 M=9 DRAWN: GAR CHECKED: JFM ^ APPROVED: DAD va amw \CPN ". 411 * — N 9 = �LaR1 10 r1% Co ri ht ®2011/ DD��E�ti �rieerin , Inc.