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HomeMy WebLinkAbout2225, 2229, 2233, 2237, 2241, 2245 Brookridge Trl (a)DRAWING INDEX SHEET NO. DESRIPTION 00 (n CV O C-1 COVER, INDEX, REVISIONS, co —J j) BC2 BUILDING COMPOSITE FIRST FLOOR PLAN r- U- 0)Cn 0 Fr rrA M qvf H Y� BC3 BUILDING COMPOSITE SECOND FLOOR PLAN � O cor,C)ME CV O BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONSS cis N CL BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS o (D_i � c� uJ F- BC6 BUILDING COMPOSITE ROOF PLAN 1.1A UNIT TPTH03E FLOOR PLANS AND DETAILS LOCH LAK OWN HOM S 1.2A UNIT TPTH03E ELEVATIONS AND DETAILS E 0 1.3A UNIT TPTH03E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER SANFORI[:), F ORIDA� o m v CC M d' C j 1.4E UNIT TPTH03E ELECTRICAL PLANS w = o .1 A UNIT TPTH02 FLOOR PLANS AND DETAILS � � _ LOCL•� U) N 2.2A UNIT TPTH02 ELEVATIONS AND DETAILS o M c _ CZ CZ (0CD 2.3A UNIT TPTH02 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER BUI DING 115 3: oc 0 O N N .4E UNIT TPTH02 ELECTRICAL PLANS N 3.1 A UNIT TPTH03 FLOOR PLANS AND DETAILS 0 U 0 MU) a) 0 M 0 3.2A UNIT TPTH03 ELEVATIONS AND DETAILS 0 S *76 THR *711Z 0O j O CD � 3.3A UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER Z '� Q >- 0- 3.4E UNIT TPTH03 ELECTRICAL PLANS 0 ,- 6;12 w � r � 11 6. 6:12 � V� 6 , 6:12 6:12 Q.t 0 N CV Z .a- 4.1 A UNIT TPTH01 FLOOR PLANS AND DETAILS 6:12 4.2A UNIT TPTH01 ELEVATIONS AND DETAILS a• " t� � z 6;1 x'71 6:12 6:12 6:,2 - 8:12 qq 4.3A UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 6:12 6:�2 _- Li -t 4.4E UNIT TPTH01 ELECTRICAL PLANS -� _ C� 5.1 A UNIT TPTH03 FLOOR PLANS AND DETAILS ®. 171 ® ® ® ®Ld ®® ;�� 5.2A UNIT TPTH03 ELEVATIONS AND DETAILS 4` :` OD. ' ��LL•/ �''. o z Z 5.3A UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER _ - saz ®'' c 2 z a:1z 5:12 5C I �� Q, 8.12 Gkv- W i��ii�* 2 JO5.4E UNIT TPTH03 ELECTRICAL PLANS N U 6.1 A UNIT TPTH06E FLOOR PLANS AND DETAILS Cx 6.2A UNIT TPTIa06E ELEVATIONS AND DETAILS { ®®® ®®® ®® ®®®F-1 10 ®®®130 ED ®® ®® _ �„��````�� � � [ZED L2 F70 6.3A UNIT TPTH06E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 11MEM ®®® ®®® II 6.4E UNIT TPTH06E ELECTRICAL PLAN ®®® ®®® ®® 4mmm mmmH ®® ®®® m®m ®®® ®®® E1 E2 E3 E4 ES E6 E7 E8 S1 STRUCTURAL NOTES 76 TPTH03E, 75 TPTH02 74 TPTH03 73 TPTH01 72 TPTH03 TPTH06E S2 BUILDING FOUNDATION PLAN ELEV. A ELEV. A (REV.) ELEV. B (REV.) ELEV. A ELEV. D (REV.) ELEV. B (REV.) S3 DOWEL LAYOUT PLAN S4 FLOOR FRAMING PLAN v� rn S5 ROOF FRAMING PLAN Construction Documents Conceptual Design Structural Engineer Builder & Owner �0g g�����; S6 LINTEL PLAN Z u r � C0 SD1 FOUNDATION DETAILS & Project Coordination of Record � SD2 GENERAL DETAILS oa zE- SD3 GENERAL DETAILS �cn... SD4 GENERAL DETAILS Ix W F" Z SD5 . TF Design, Inc.Quadra Design I W W o x AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS I J ��a Studios Inc. °° �� °° MATTA,MY E o � a SD6 FIRE SEPARATION WALLS AND DETAILS 6685 Arro o Dr. — SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS DESIGN Melbourne FL, 32940 MONTA CONSULTING & DESIGN homes o � `� of WMR AND ASSOCIATES, INC. w 2171 Avenue road, Suite 302 w sDs FIRE SEPARATION DETAILS North York, Ontario M5M 4B4 Cert. of Authorization No. 9177 40 = TEL. 321 288-6274 0 park Avenue South ( ) TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 suite 220 co EMAIL: tfrost@t-f-design.com info@quadradesignstudios.com Altamonte Springs, FL 32714 Winter Park, FL 32789 TEL. (407) 681-1917 TEL: (407) 599-9994 REV�S�ONS GENERAL DESIGN CRITERIA OCCUPANCY CLASSIFICATION - R3 SPRINKLER PERMIT Z-�z72 �ZZ REV # DATE DESCRIPTION APPLICABLE CODES: 12 CONSTRUCTION TYPE - 5B FLORIDA BUILDING CODE, 2010 O � 00 08/15/12 ISSUED FOR PERMIT = � � DESIGN LIVE LOADS (MINIMUM) AND FBCR 2010 FLORIDA PLUMBING CODE, 2010 z I— A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w O B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 :2O- J C) DECKS - 40 PSF LIFE SAFETY CODE NFPA 101, 2009 O= w In D) STAIRS - 40 PSF NEC, 2008 Y E) ROOFS - 20 PSF FLORIDA ENERGY CODE 2010 FBC F- Q (D NFPA 13R 2007 WIND DESIGN LOAD INFORMATION -PER FBC 20107-10) ( ,REF. ASCE NEPA 72 2007 O- 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH IY Q O 2) NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT & AREA CALCULATIONS IL :2 J m BUILDING CATEGORY = II DESIGN DRAWN QUADR TJF/AT 3) WIND EXPOSURE (ALL SIDES) = B CHECKED WMR 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 - 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS BUILDING HEIGHT = 2 STORIES DWG.No. SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: JOB No. 2010/205 BUILDING AREA SCALE FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF AS NOTED FIRST FLOOR WITH GARAGES 8,176 SQ. FT. DATE FOR ROOF LOCATIONS: (-) 42 PSF, (+) 33 PSF SECOND FLOOR 7,166 SQ. FT. 08/03/12 TOTAL AREA 15,342 SQ. FT. SHT 1 OF 20 00 I �t SIN N I 00 inn' n" FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 6 UNIT BUILDING FIRST FLOOR' PLAN PLAN. 3/16 99 = 19-099 WALL SYMBOLS LEGEND ® INDICATES 2 HOUR CMU PARTY WALL UL U9O6 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS W 0-7 F-- W n _ � U U F— (/) 'Z w o cn II w U N ,r 00 O J ``,ttttlllll/t/' r Ty^� � w � O r\ 04 go .U., '� w z n. o *j in �J z �s•Q — Q of z • _� • ��•� J 4j �• Ui `1 . iuoi a � C) 0 zH:2 0 0 Il l t tt � o NC DATE SHT 0F O O d' U1 v w4 z Z dwz�c� N 44 a � C) 0 zH:2 0 C pp 0 z 0 Z�w�� O v W V) = ~ w V1d w W �L �/ 2 cl, NC DATE SHT 0F O O d' U1 v w4 z dwz�c� N 44 a � C) 0 zH:2 v C pp z 0 Z�w�� O v ry V) = w �— O V) Z 0 0 O =Ldw I-- _ 0 Q O DESIGN CHECKED DWG.No. JOB No. SCALE AS N DATE SHT 0F DRAWN BC -2 O O d' U1 v w4 z dwz�c� N 44 a � C) o zH:2 v C pp z Z�w�� O v DRAWN BC -2 SIN I 0 IN d' I 0 TPTHO3E D -T-"" 2 (S�- TPTHO1TPTHO3TPTHO6E6 ELEV. 'A' �ELEV. 'A' (REV.) ELEV. 'B' (REV.) 73 ELEV. 'A' 2DELEV�'(REV.) �� ELEV. 'B' (REV.) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS Al PENETRATIONS THROUGH U373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 0 FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 6 UNIT BUILDING 9 99 3/16 1 -0 F' P LAN ECOND FLOOT S T WALL SYMBOLS LEGEND � ® INDICATES 2 HOUR PARTY WALL - SHAFT LINER SYSTEM UL 0373. INSTALL PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1/SD6 INDICATES 1 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE WALL SECTION 4/SD8 w Q D z 0 F-- ry U U) w w F D w r 9 0 D cy- V) = w I-- 12 0r-_ z r4k DESIGN CHECKED DWG.No. O V' Q ~O W CQ � w cn rn z OQCO cc �U��z-� � a C) C) w E. z 0 o �cw�04 DRAWN JOB No. SCALE AS NOTED DATE SHT OF BC -3 w3 Z BOO O F- -j =w Ln U Ld CD 0<0 J m DESIGN CHECKED DWG.No. O V' Q ~O W CQ � w cn rn z OQCO cc �U��z-� � a C) C) w E. z 0 o �cw�04 DRAWN JOB No. SCALE AS NOTED DATE SHT OF BC -3 6:12 6:12 28-x44 0 0 0 0 a x x X X a 0 0 n M io is _ x " °° cx z L - - 6:12 0 0 2$ x44 0 o f x `X 0 tp < I M M Li 4 x51 7 x72 7x72 ft I I I IP 72"x96" W� PATIO - DOOR TPTH06E TPTH03 T'T'" (ST' 031 �TPTH02 ELEV.'B' (REV.) ELEV. 'D' (REV.) LEV. A' ELEV. 'B' (REV.) �`' ELEV. 'A' (REV.) REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 /-,--< \ 6:12 4:12 0-, 6:12 6:12 9�-ELEV TPT'O3A.'A' 6:12 IIIII IIIII IIIII IIIII' IIIII IIIII IIIII E1 E2 E3 E4 ES E6 76 TPTH03E�F�TPTH02 � TPTH03 73 TPTH01 72 TPTH03 ELEV. ELEV. 'A' (REV.) ELEV. 'B' (REV.) ELEV. 'A' ELEV. 'D' (REV,) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: HOUSE ADDRESS NUMBERS TO BE MOUNTED ON FRONT ELEVATION SO THAT THEY ARE CLEARLY VISIBLE FROM THE STREET PER FBC2010 R319 6 UNIT BUILDING FRONT AND REAR ELEVATIONS 3/16 99 = 1 9-0 99 E7 E8 TPTH06E ELEV. 'B' (REV.) TOP OF PLATE TOP OF WINDOW O I I 00 FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW `n FIN. GROUND FLOOR TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WI FIN. GROUND FLOOR FIN. GRADE x O I 00 I 0-1 o T I 00 r w W� - � z W �, 0 wzQ� CD C) I 00 o �z cr- v E� A a0 II �I E-+CnNHZ F- 00 O co 2 � �zHE-�� CnzN w3;:F- U x w J :2Oo O F-- as =w E -, ow a Od F--- O U J W w LLJ cy _ <o 0 CL J m N 1.- DWG. NO. JOB NO. SCALE DRAWN AS NOTED DATE SHT OF BC -4 W� - � z W �, 0 wzQ� CD C) I 00 o �z cr- v E� A a0 II �I E-+CnNHZ F- 00 O co 2 � �zHE-�� CnzN w3;:F- zz O x w J :2Oo O F-- as =w E -, ow a Od F--- O U J w LLJ cy _ <o _j CL J m N 1.- DRAWN AS NOTED DATE SHT OF BC -4 -. z L I - a CD C) I 00 o cr- V) F- 00 O co 2 � CnzN w3;:F- :2Oo O F-- J =w U J -) a F.- m: <o _j CL J m DESIGN CHECKED DWG. NO. JOB NO. SCALE DRAWN AS NOTED DATE SHT OF BC -4 6:12 8:12 6:12 TOP OF PLATE 76 TPT''3A ELEV. 'A' LEFT END ELEVATION TPTH03E ELEV. 'A' BEYOND '�1ol� i��Ji�� M. i _ FIN. GROUND FLOOR -_._. 27 - _- - - - - L V V T- I ECTRIC METER NICHE E1 WALKWAY 'A' WINDOW AT GARAGE o I I 00 r I 0 0 I 00 6 i 6:12 61 6:12 - 37 63 37 63 37 63 � IMMUNE]�� FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETSOIT H06E ELEV. 'B' (REV.) RIGHT END ELEVATION 6 UNIT BUILDING LEFT AND RIGHT END ELEVATIONS 3/1 99 1 9 -099 1 6:12 WALKWAY 'A' SHUTTERS 6- 6:12 6:12 CJFRONT ENTRANCE 'B' CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY 6:12 EY WALKWAY 'A' SHUTTERS TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 6:12 1 16:12 �6-I, 6: 12 gIWALKWAY 'A' DOW AT GARAGE WALKWAY 'D' FRONT ENTRANCE 'D' E8 WALKWAY 'B' CD SHUTTERS (�DCROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY SHUTTERS UNIT BUILDING ENTRY SIDE WALL ELEVATIONS 3/16" = 1'-0" TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW o I I 00 i� 0) o Q I 00 FIN. GROUND FLOOR FIN. GRADE rn Z O F- n Cy U c/') W O 4 (-D V V T- z Z QctizEce) 1�- 0e m Lv d z E-1 r�Nwz.-. N - r- . ° i ��� �dooa � o z z ` LL 6, t� a Qf = r� IA f� _• J, ' w et � • e^ -I U_ C3 J V i : C vJ♦� r5. = Q d Q o O U W J = IT��`` w� W w V / �o 4 (-D V V T- z Z QctizEce) 1�- 0e m ® z E-1 r�Nwz.-. 0 �dooa � ZW E- z m L.Lj -i w O U W J = I- F"' - w� W w V / �o V Y 4 r -i O T- QctizEce) 1�- cn m OR44 A00 z E-1 r�Nwz.-. 0 �dooa � ZW E- z L) 0 0N Z E- = O U V) = w� O v /2: V) w3;: O 0 O =w Ln Y 0 = O U Q :2 -1 m DESIGN CHECKED DWG.No. JOB NO. SCALE 4 r -i O QctizEce) 1�- cn m OR44 A00 z E-1 r�Nwz.-. �dooa � ZW E- z L) 0 0N Z E- = O U DRAWN AS NOTED DATE SHT OF 2 n H BC=51 TPTH03E D—T—T"? TPTH03TPTH01TTH03TTH06EELEV.'A' �ELEVA' (REV.) 'Y ELEV. 'B' (REV.) 73 ELEV. 'A' 72�ELEV�('REV.) �� ELEV. 'B' (REV.) LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2010 SECTION R318.6 6 UNIT BUILDING 3/16" = 1'-0" ROOF SYMBOLS LEGEND ® INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF -RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE Ru"'O F P LAN ATTIC VENTILATION (FBC-R8061 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 W DL U V) W D Li Ld tw • z NP j u- bti; ;� ca., za z° ci i g s ►�ca r>' i w i U Z — � • U of :i -i • ol ,,, F- v � � C� a .� o Z O �--� d w E ­z �w e � 4 C) I A O, ►"�rnNWZ .-, = cl p�dwH z USO W. W x W�� F— 0 C) u LLJ W O 770 FnO wOf = Li ° oQc) _ o0 r z N��:� w O t- : O O .� 2 w L u U J LLJ 0 of Q O CL J m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE _ BC -6 SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENTFBC-M1503) D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w U SPECIFICATIONS F- L,J J APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION () 1 CEMENTITIOUS/SHEDTER FINISH SUBFLOOR AND FLOOR TRUSSES 16 3 FINISHED TEXTURED COATING PER BUILDERS Ld Z O FLOOR TRUSSES BY REGISTERED TRUSS = _ 3. O w - w V) HOUSE WRAP, 7/16" OSB EXTERIOR w N �n v �' o_ C7 CD = Q cn w RATING OF 1 HOUR WHERE LIMITING DISTANCE W a _j a BLOCK CONSTRUCTION - p 3: S Z w Z w 0 w J J u � z O w Q W Q O w W Q Z_ F_ � � 00 WCifO O _ (R-8.61) Q 0 O 0 FIRE WALL BELOW, TO UNDERSIDE OF ROOF 0 U z a O O O o J Q W Of w w = 2 0 O (/) (3 Z z J 3;:O 0- W > > OZ) x B LABEL O z W Ld UNCONDITIONED SPACES APPROVED HOUSE WRAP, FINISHED SOFFIT 1 A 2'-8" 8'-0" 1 R4 OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION 0 - 1B 3'-0" W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1 W21 1H4 SH BLOCK SINGLE HUNG 26�" 50j" 27j" 50j" 9.32 NO WINDOW = 5.0 Sq. Ft. W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO FOR 1 HR RATED WALLS W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 274" 72" 13.25 NO THE LOWEST PART OF THE CLEAR OPENING TO THE W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 6'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO FINISHED RAILING WITH PICKETS SPACED W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 37" 63" 16.19 YES 2'-0" W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 1 W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO INTERIOR DOOR 8' CLG. TYP. W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES W5$ 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48" 60 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) Am- I in DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 50 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENTFBC-M1503) D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w U SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING L,J J APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION () 1 CEMENTITIOUS/SHEDTER FINISH SUBFLOOR AND FLOOR TRUSSES 16 3 FINISHED TEXTURED COATING PER BUILDERS / 4" T&G SUB -FLOOR ON PRE-ENGINEERED > FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR w SHEATHING, 2x4 STUDS ® 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 0 RATING OF 1 HOUR WHERE LIMITING DISTANCE CL _J 11 - J w m BLOCK CONSTRUCTION - OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 0 L 0 z COAT CEMENTITIOUS APPLICATION, 8" NOM. _� J 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. z Z STRAPPING 0 24" O.C. _ F Z Y Q � = Of U _ (R-8.61) Q 0 O 0 FIRE WALL BELOW, TO UNDERSIDE OF ROOF 0 U :D Z W_j w Li O PROVIDE 2x4 SPF#2 BOTTOM PLATE & ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR _ DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT, �+- (n Z PRE-ENGINEERED ROOF TRUSSES BY TRUSS O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS UNCONDITIONED SPACES APPROVED HOUSE WRAP, FINISHED SOFFIT 1 A 2'-8" 8'-0" 1 R4 OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1B 3'-0" 6'-8" 1 J" R4 45 MIN. YES FOR 1 HR RATED WALLS R311.7.3 1C 3'-0" 6'-8" 1 R4 TO 2x8 HEADER &TA 2x4 PLATE PER (FBC-R310) ADD TRANSOM / ELEVATION MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 1D 3'-0" 8'-0" 1 R4 WINDOW = 5.0 Sq. Ft. TEMP GLASS FRENCH 18 LT 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OPENING = 20" O 2'-8" 6'-8" 1 MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" INTERIOR DOOR 8' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE 2'-8" 8'-0" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. 3.) FLASHING SEALANTS AND WEATHERSTRIPPING O 2'-6" 6'-8" 1 AT ANY POINT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE INTERIOR DOOR 8' CLG. TYP. RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 2'-6" 8'-0" 1 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR (D HAND RAIL - FBC 2010 R311,7,7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. INTERIOR DOOR 9' CLG. TYP. JUNCTURE BETWEEN EXTERIOR PLASTER AND O 2'-4" 6'-8" 1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED INTERIOR DOOR 8' CLG. TYP. MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) 2'-4" 8'-0" 1 A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" TO WALL OR NEWEL POST PER FBC IN WIDTH INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE INTERIOR DOOR 8' CLG. TYP. SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED 2'-0" 8'-0" 1 WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON INTERIOR DOOR 9' CLG. TYP. THE WINDOW UNTIL FINAL ENERGY INSPECTION. 6U 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. O7 V-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. W53 a PORCH I I I L_ - W53 O 21'-0" 5'-7" 8» PATIO 10'-0"x 10'-0" CONCRETE AC -4 C (-)0' -4" -- -- W53 W53 oo r r� oo rn I DINING TILE 6080 'PATIO DOOR 1 ' KITCHEN I TILE 54"x30" PREP. ISLAND N I I 1 R I I L -++J l I I I I I I 3„ = 93, 1 9'-98 0l 4,_6„ 5 -9� L�_.. J 313„ I O PNTR I DW I�� N L .--J 00 ^ I rISED SNACK BAR - - - - - - - - �I 8'-7" 2'-4 5'-7 2,_I3„ GATHERING ROOM TILE I I I I PROVIDE 12" DROPPED COFFERED CEILING DRYWALL TO COVER DROPPED STEP UNDER STAIF S --- ------------- ---- -� ==J. •• 5,_OZ„ LOW r - SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ri o ELEVATIONS I 0 D 1 O N J _jU m r w F- r ICV � I Q U O w0� Of U J O Oo� o'm z 12 =) Of af O CNn 0za 6'- 0 _J"� StOR�GE iB 1.3 �n 176 IL0�y�-8'- 3 I00 "rte (HEADROOM 1 1 C ,�,� 52, 2'-2" 4 12" DROP L 0 FOYER N ,�� BULKHEAD-- TILE 0 WD. E IRROR 0 LORPO N CEJ / 1 C HWT LJ AN NDER WT 5,_57„ 5'-11" 2'_5 5'-6I» ELECTRIC PANEL OGARAGE LOC. SEE MEP SHTS 16'0"x7'0" O.H. GARAGE DOOR A' LINE OF SYNTHETIC STONE WAINSCOT - 2'-6" 16'-p„ 21'-0" 2'-6" FIRST FLOOR PLA 1/4 r-100 I 0 N dC I 0 4'-64„ 9,_2 7,-3j„ -- L 1/4" = 1'-0" 2'-R�" 3'-c1" 64„ @11)HALLWAY STOP & DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER ® 48" A.F.F. COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD, CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' 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 & O ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 5 SHELVES FOR 9' CEILING MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 50 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENTFBC-M1503) D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING L,J J APPLINCE SHALL COMPLY WITH UL923 OFRAME WALL CONSTRUCTION () 1 CEMENTITIOUS/SHEDTER FINISH SUBFLOOR AND FLOOR TRUSSES 16 3 FINISHED TEXTURED COATING PER BUILDERS / 4" T&G SUB -FLOOR ON PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCS/. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS ® 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Iz Q Q 11 RATING OF 1 HOUR WHERE LIMITING DISTANCE CL _J 11 - IS LESS THAN 3'-0" BLOCK CONSTRUCTION - OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS O 2 HOUR MASONRY PARTY WALL 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF OINTERIOR STUD PARTITIONS 3 SHEATHING. SHAFT LINER ASSEMBLY PER UL U373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. PROVIDE 2x4 SPF#2 BOTTOM PLATE & ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 20 ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT, NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOORTO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE WRAP, FINISHED SOFFIT VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 (D R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES, 1.) STRINGERS SHALL BE 2x12 SPF#2 (P. T. AT EPEQUALLY MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) TO 2x8 HEADER &TA 2x4 PLATE PER (FBC-R310) STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MIN. TREAD = 10" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING = 1 1/4" = 44" ABOVE FLOOR MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S_0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10° 3.) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE (FBC-R612.2) MIN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT AT ANY POINT 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 (D HAND RAIL - FBC 2010 R311,7,7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" TO WALL OR NEWEL POST PER FBC IN WIDTH R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS OSECTION 8 WALLS BACKING ONTO ATTIC 402 COMPLIANCE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL &CEILING BETWEEN GARA AND LIMN THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE CAS 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 10" CLOTHES DRYER VENT (FBC-M1502), 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 25, & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) 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. DIMENSION & AREA NOTES - FOR C.M. U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TI TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENT/ TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMER/CAN NA TIONAL STANDARDS INSTITUTE INC. (ANSI Z765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 703 SF SECOND FLOOR AREA 1012 SF TOTAL A/C AREA 1715 SF COVERED PORCH AREA 50 SF GARAGE AERA 439 SF TOTAL AREA UNDER ROOF 2204 SF / 0 H--- CIL (./) Ld 1.1A a W Q wz°'_'� �z cn 0 H z 0 0 O utl cD H oa z E- L,J J O pyd W E'' F-0 - 4z Z0 O W LTJ Z 0 _ V) W O U C�2 II.. Lj 1.1A a R Fn U � p d' wz°'_'� �z cn I H z 0 0 O utl cD H oa z E- � O pyd W E'' Z 4z Z0 O �0�� a � O C\) W O U C�2 Y 0 1.1A a R Fn a I W I 12Z 0 0 00 Q Z CJ �,yj L�Ld Ld o LiJ I Y 0 F- > Q Lij U : J M Iz Q Q 11 CL _J 11 - DESIGN IDRAWN QUAD RA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 - SCALE AS NOTED DATE 06/02/12 1.1A a 2' 0" r7 - - N o � I 3/4" RECESS 1� SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" VARIES VARIES (2nd FI. 3". 7" 374" SCALE 2: 1 SCORED cn � 3" 7" J, .3" 4" SCALE 2:1 N� '- N4 WINDOW SURROUND DETAIL 10" WIDTH 7" WIDTH W SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2' 0" r7 - - N o � I 3/4" RECESS 1� SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" ELEC SECTION NICHE DIETER AT nasTea 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE PLASTER' VARIES O (2nd FI. 3". 7" 374" SCALE 2: 1 SCORED cn � WINDOW 10" WIDTH N 7" WIDTH W/ SMOOTH STUCCO SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER ELEC SECTION NICHE DIETER AT nasTea 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE PLASTER' FINISH O (2nd FI. TYP.) — 6" WIDE SCORED cn � WINDOW SURROUND I W/ SMOOTH STUCCO PLASTER (TYP) TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 127.92 SQ. FT.* *INCLUDES PPO - BATH OASIS WINDOW REAR ELEVATION 99 A9' 1/4 99 /4" = 19-099 TOP OF PLATE ., TOP OF WINDOW z I O 00 I 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW zl co 0 I i� N 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF WINDOW 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 7/8" STUCCO PLASTER FINISH (2ND FLOOR TYP.) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR TOP OF WINDOW 6"WIDE x18 1/2" HIGH x 18 — 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (GROUND FLOOR TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR - FIN. GRADE TOTAL GLASS AREA ON FRONT ELEVATION = 47.42 SQ. FT. FRONT E"A 99 1/4" - 1'-0" 6:12 1"x6" RAISED STUCCO6,^4 6•�2 PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 8:12 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) PROVIDE CONTROL JOINT SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 6:12 B 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) SIDE E A 1/4 " = 11-099 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER w I— �C z _O CL ry cn w 0 Ld M O u) IE z SHT OF 1.2A �_O O O — w cn � e4 I o� c z �doza w w z W V, D LII SHT OF 1.2A O Q CQ cn � e4 I o� c z �doza o zE- W E-4 C L) 0 z O Z W cit d O U Cit SHT OF 1.2A Q I Li W o z O= O o0 1— zQ cn Lij w0J 0 � W O =YI u �Qw U J p U Q �O� DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT OF 1.2A I 00 ro 0 TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB 12 INEAUS C9 10" EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS © 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS B)STAIR SECTION 1/4 9� = 19-099 A� BUILDING SECTION 99 9 91 1/4 = 1 -0 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL i 3" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR LA TUB/SHW LA\ L -(\IVR `L vvm1 ) TE CLEANOUT LOCA ED A MAXIMUM OF 5-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING" RISER DIAGRAM N.T.S. w Q z CL ry U ca w 0 O b s ``' . Z 1• OS � 'i z al W `qTHVegoQ o Z Ne 40 a /tilli5i 1�����`` J_ O i'. LL - 0 L5 W 0-4C\2 cnzH� O0 A Z I � a� ZE- Zp�wE- z 1� d L) x w Y) a F—_Z C) I— e Ld LTJ Z nn Q � � LTJ D 12:z 0 O o0 Z Q W 3:W � w O %— Q LTJ U J M 0 DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 ■3A SHT OF 2" PVC OFFSET-\ WITH (3) #2/0 THHN ALUMINUM 150 AMP - PANEL 2/0 ALUMINUM SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM 150 MP METER DI C. #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING 111DIFERGROUND ELEC. ICROWAVE BOVE )VIDE SWITCHED TLET UNDER COUNTER Z FUTURE DISPOSER O J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN UNIT PROVIDE 11 LIGHT W/ 3" MAX. BETWEEN TRIM AND SWITCH C/L$--- IBJ J a � U �n a. 9 TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER SECOND FLOOR ELECTRICAL 1/4" = 1'-0" GENERAL ELECTRICAL NInTFC- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY, IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2, ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THF BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS, 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. Fl EGLND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH ]HE ROOF, OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR 1HR000H AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY' BE USED. 3.All BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. AEI. 125V, 15 & 20 AMP RLCEPTACLES SHALL_ BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYINC OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLEf) TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT, 6. USL UL LISTED SUPPORT BOX FOR ALL FAN PRLWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THL NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAUST FAN w SMOKE DETECTOR- LL WALL MOUNTED z LIGHT FIXTURE U SWITCH ~ � W Q = CEILING MOUNTED F— W W 3—WAY SWITCH $3 LIGHT FIXTURE 4—WAY SWITCHRFCESSED CAN LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR waw PROOF FIXTURE CL 110 V OUTLE I O� Q FLOODLIGHT 1� Q \ SWITCHED OUTLET O FLOURESCENI GFI OUTLET ��j LIGHT CEILING � C,3 MOUNTED Y 220 V OUTLET t/) Q W STD. LIGHT U DIRECT WIRE J FIXTURE BRACE W & PRE WIRE FOR TV JACK FUTURE FAN <i J T. PHONL JACK ELEC. SERVICE �-� D:f ao� PANEL SPEAKER PREWIRE spm CODE SIZED J BOX DRAWN WITH BLANK COVER 0 W w LL z W J U ~ � W Q = II J F— W W V) F__ z waw CL O� 12 ry O = U � Y t/) Q W U J M W D:f ao� 0 W LL z W J U ~ � W Q = II J F— W W V) 0 CHECKED TJF DG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 1.4E W z O = z waw O� 12 W O = W � Y } Q W U J M D:f ao� DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 1.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE, 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBG-M1503)D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w U SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING 171 APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED Li z O SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS F_ MANUFACTURER. (SEE STRUCTURAL ENGINEERS w w N Ln EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSSBB E EXTERIOR w SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD F- o U w O = C/) w CE wC) m J J Z_ 3 = z Z Z Q w r Q J Q U cn Z (n N w w w a w w Z z o w Z OU O� Q of Q Q Q 00 o INTERIOR STUD PARTITIONS U Z o J w F- F- D =O = cn c� W O z PRE-ENGINEERED ROOF TRUSSES BY TRUSS m� O > > 1 O 0 z w w FOR 1 HR RATED WALLS UNCONDITIONED SPACES APPROVED HOUSE S 2'-8" 8'-0" 14 R4 OATTIC OVER LIVING SPACE of PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 6'-8" W21 1H4 SH BLOCK SINGLE HUNG 264" 50R" 274" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 274" 634" 11.59 NO MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING W23 1 H6 SH BLOCK SINGLE HUNG 26j" 72" 274" 72" 13.25 NO FLIGHT OF STAIRS W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 2'-8" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE W51 24 SH BLOCK SINGLE HUNG 37" 50R" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES 0 W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50R" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) __F L - - DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 44 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBG-M1503)D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM w U SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING 0 APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED/SHED TEXTURED COATING PER BUILDERS c0 SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER BIER PER ASTM C &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSSBB E EXTERIOR w SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE CE RATING OF 1 HOUR WHERE LIMITING DISTANCE J OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 C� Z COAT CEMENTITIOUS APPLICATION, 8" NOM. r m ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS (n N Z VERIFY THAT DELIVERED BLOCK HAS CORRECT Cn O RATING. PARTY WALL TO HAVE 1 1/2" P.T. F- J BLOCK. FI -FOIL AA -2 VAPOR SHIELD QUADR AT/TJF w Z Q Q Of U _ (R-8.61) Q 00 o INTERIOR STUD PARTITIONS U D w w w 0 O 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR w = N Q W O z PRE-ENGINEERED ROOF TRUSSES BY TRUSS U1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS UNCONDITIONED SPACES APPROVED HOUSE S 2'-8" 8'-0" 14 R4 OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 1R3 1.7.3 16 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED 1C 3'-0" 6'-8" 1 R4 WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED ADD TRANSOM / ELEVATION DOWN AS REQUIRED GLUED AND NAILED. 1D 3'-0" 8'-0" 1 R4 MIN. TREAD = 10" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING TEMP GLASS FRENCH 18 LT = 44" ABOVE FLOOR 1 E 3'-0" 8'-0" 1 4R4 MIN. HEADROOM = 6'-8" 45 MIN. YES FOR 1 HR RATED WALLS FLIGHT OF STAIRS O 2'-8" 6'-8" 1 FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING INTERIOR DOOR 8' CLG. TYP. (FBC-R612.2) MIN. WINDER READ MEASURED = 6" 2'-8" 8'-0" 1 AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND INTERIOR DOOR 8CLG. TYP. FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT 3� 2'-6" 8'-0" 1 FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. INTERIOR DOOR 9' CLG. TYP. HANDRAILS TO MEET REQUIREMENTS FOR ® 2'-4" 6'-8" 1 IN WIDTH TO WALL OR NEWEL POST PER FBC INTERIOR DOOR 8' CLG. TYP. 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 2'-4" 8'-0" 1 WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE INTERIOR DOOR 9' CLG. TYP. SHALL BE INSULATED WITH R-19 BATT 0 2'-0" 6'-8" 1 WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON INTERIOR DOOR 8' CLG TYP. THE WINDOW UNTIL FINAL ENERGY INSPECTION. 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 6� 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O7 1'-6" 5'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. U'Noo n N CYJ J I JQ J J U ami r 313„ I- w Cl' o- Lo QU 0 corn QU J� O 00 IQ J M 0Ofm z �Of W CD aOI m I N N N 16" DROPPED BULKHEAD OVER TOILET - SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS X100 PROVIDE 5/8"TYPE "X" DRYWALL UNDER STAIRS Aloo SHUTTER DETAIL SEE SHT = 3,213 �a I iU) FIRST -FLOOR PLAN 1/4 9 = 19-C 9n I -IN N I Ln 3 SIN EGRESS 00 I I I MASTER SU I iE ICARPET 7 '= MASTER O -)BATH 1 1 1 TILE MIRROR 54" 6'-34„ 12'-64" 1 1 O - - 9' HIGH COFFER U II I Z O O SIN x DOUBLE T a II W,1. C. I m x DOORS I = II CARPET I >_ 0 1 'PYd� m II I o � 40" HIGH KNEE .I Q IL_ - - - 11 WALLS W/ PTD. OO I J o PINE CAP ti IN PROVIDE OPT_ U�PERS - AR C N PAN UNDER II NIC E WASHERf7 -W7 11 D _- -� X F.A. LAHI LO / \ 1 T CO2,, 54IL _ 1 5'-31>, O 4'-2,> 5,_4„ IT --LAUNDRY TILE O LININ =_ O 14 N I T C 00 M R OR 2668 BF 1 8,. f ---- - 3' -7 -_ ATH 03 1'-54„ \ TILE 3 00 BEDROOM 2 N CARPET 9'-11„ O EGRESS 1 z Q 1 -2 , W97 2' O„ 4 I w a ~ 2-2868 04 <o BEDROOM 3 BI -FOL 1 , 1 0 w CARPET 3'-5" 3'_5�. O 1.- .� - - u-Of� J 0 w m 00 N - -- ----� (L% N Q EGRESS 48"X63" GARAGE ROOF BELOW 10'-10" LAN, 1/4" = 1'-0" 2'-32" 3 51„ 4 00 I M ON J QfrQ 3: w U 00 Z d •'-IN Il) } -D % CO Q� i QQr 2 of 0 J 54'0 0 J �-- Q J 0uj OO U) cn = Q TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. (B )HALLWAY STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' 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 & O ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 44 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT FBG-M1503)D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING 0 APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED/SHED TEXTURED COATING PER BUILDERS c0 SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS AMETAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER BIER PER ASTM C &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSSBB E EXTERIOR WITH TPI WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE CE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD QUADR AT/TJF REFLECTIVE INSULATION (R-4.1), 1/2"19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL O BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. U373 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 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 APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 1R3 1.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1•) TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING - 20" MIN. TREAD = 10" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE (FBC-R612.2) MIN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 7 HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. O SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE, TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS,PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN, 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"00" 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. 1'-10" 4� DRY KNE h KITCHEN RAISED BREAKFAST BAR SECTION 0 i N DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEV TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF W Q V) O d� 71 I � P� w 0 as 0 0 Z U[-�A� c0 V) T Ez � J 04Cn 0 w OL �Ax0-0 0Q' M Z E- Q- CE z Ld x a �- F-- 0 Z N 04 O v d V) DESIGN DRAWN W QUADR AT/TJF 0 CHECKED TJF W Z JOB No. 905/117 SCALE AS NOTED � DATE 02/22/12 I , 0 SHT OF 2.1A Q V) O d� I � P� w 0 as 0 0 Z U[-�A� c0 V) T Ez � J 04Cn 0 w OL �Ax0-0 0Q' M Z E- Q- z t4�z z Ld x a �- F-- 0 Z N 04 O v d CL :2O � DESIGN DRAWN W QUADR AT/TJF 0 CHECKED TJF W Z JOB No. 905/117 SCALE AS NOTED � DATE 02/22/12 I , SHT OF 2.1A Q V) I � 0 as 0 Z ~ V) W O Li � J 0 w = W o 0 F- U I--- Q CL :2O � DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 SHT OF 2.1A 2 0'� - N N Li 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS VARIES 3 7„ 3"4" SCALE 2:1 N10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 4 1'-4 4- I N I M in I N 10" 3/4" RECESS SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 4 VARIES _7 " 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER Z 00 2'— 4" ELEC A 'j SECTION NICHE 6:12 7/8" STUCCO 8 x44 PLASTER FINISH (2nd A. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO { PLASTER (TYP) oonvmr GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT REAR ELEVATION " A" 1/4" = 1'-V METER AT METER 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 0 I n A 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) FIN. SECOND FLOOR 6-72 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR mFIN. GRADE GLASS AREA ON FRONT ELEVATION 'A'= 76.58 SQ. FT 5:12 E4 FRONT ELEVATION "A" 1/4" = 1'—O" 1/4 99 = 19-019 E LEV�4 4:12 PORCH GUTTER DRAIN TO STORM WATER PIPE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER LLI c� p ••••••�••M•• ♦ 'jI • •• 4�,rW b o • U11� �i • Z • Z cy LU• i ar•J O Fir 11lANN OJ N � O Q ® V) z C:d cn cn W co �® 905/117 wl n — w �zE��- 02/22/12 fes- ~ �— W ® W 2 (n D Q = Q ~ 0 z 3�: > z W J _® f-- O L.L] =W U J N U cn Ld a=o ILL] � O EL :2 J I- LLI c� p ••••••�••M•• ♦ 'jI • •• 4�,rW b o • U11� �i • Z • Z cy LU• i ar•J O Fir 11lANN OJ DESIGN N � O Q ® V) z C:d cn cn DWG.No. co �® 905/117 wl n — w �zE��- 02/22/12 fes- ~ �— W ® W 2 (n D Ld DESIGN � O Q Q Eco r- z C:d cn cn DWG.No. co zO�A 905/117 wl AS NOTED �zE��- 02/22/12 o��WHz Oz O v C,2 = Q ~ z 3�: > W J O L.L] =W J N U Ld a=o � Qoa EL :2 J I- DESIGN � O Q Eco r- z C:d cn m DWG.No. co zO�A 905/117 �M~z~� AS NOTED �zE��- 02/22/12 o��WHz O v C,2 DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. L JOB No. 905/117 SCALE AS NOTED DATE 02/22/12 SHT 0F 2.2A 2" PVC OFFSET WITH (3) #2/0 \ THHN ALUMINUM 150 AMP PANEL 2/0 ALUMINUM SERVICE CABL - 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERU"ROUND ELEC.. RISER r -- --- F.A. f- 10 II© AC rT r 1 -1 II I I I I 112 1 12 I� r -� d l I I 1 5 LZ I I I 41 I I I FIELD LOCATE ELECTRIC PANEL 15 I I I I _ LOW _ HEADROOh UP 17 ELECTRIC MET/E'R IN NICHE FIRST FLOOR ELECTRICAL 1/4 SECOND 1� 9 9� 1/4 = 1 -0 I 3" MAX. BETWEEN FRIM AND SWITCH C/L-t_ - ae J a U � a TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION OZ WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. OWASHER CONNECTION, MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT V-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER FLOOR ELECTRICAL GENERAL ELECTRICAL NInTF_ Cl. 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY, IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12, PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXIIAUST VENT NOTE: 01JU1.09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF, OR WALT_ AS NO FED ON PLANS 2. DRYER VENI SHALL BE VLNTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH Nf PA 72. 2, CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNIIS MAY BE USED. 3. ALI_ BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECFPTACLES SHALL BE I_-ISTLD TAMPER RESISTANT RECEPTACLES 5. ALL 120-VOLI, SINGI F PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHAI-L BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINAHON TYPE INSTALLED 10 PROVIDE PROTECTION OF THF BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR COMBO EXAUST FAN SMOKE DETECTOR- � WALL MOUNTED N LIGHT FIXTURE O SWITCH $ =O CEILING MOUNTED 3 -WAY SWITCH $3 LIGHI FIXTURE 4 -WAY SWITCH LdJ RECESSED CAN U I.IGHT FIXTURE DIMMER SWITCH $° RECESSED VAPORQ _ D LLJ PROOF FIXTURE 110 V OUTLET (grl= SWITCHED FLOODLIGHT Q � Q` OUTLET Mm Q FLOURESCENT I-- GL 1 OUTLET ,�C�� LIGHT CEILING MOUNTED 220 V OUTLET =O SID. LIGHT DIRECT WIRE U FIXTURE BRACE Iz & PRE WIRE FOR TV JACK CL FUTURE FAN /// �- PHONE JACK TV ELLC. SERVICE DRAWN PANEL SPEAKER PRLWIRE 3Pm— CODE SIZED J BOX WITH BLANK COVLR CHECKED DWG. No. JOB No. SCALE AS NOTED DATE SHT OF 2.4E Ld D v z in LTJ � IL N O OZ =O IL ~ z LdJ U Ld LLJ ZLd J _ D LLJ (n CHECKED DWG. No. JOB No. SCALE AS NOTED DATE SHT OF 2.4E Ld D v Q in LTJ � OZ =O ~ z O W ~ W Q I-- N =O O U f- Iz O CL J �- DESIGN I DRAWN CHECKED DWG. No. JOB No. SCALE AS NOTED DATE SHT OF 2.4E Ld D v WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. LO 373 SF TILE RANGE HOOD VENT (FBC-M1503) 15 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND Li U EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) CE FINISH CEMENTITIOUS O SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB PRE-ENGINEERED O z -FLOOR ON SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSSMANUFACTURER. _o (SEE STRUCTURAL ENGINEERS E NAILING SCHEDULE PROVIDE DRAFT STOPPING BARRIER BARRIER PER ASTM C &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE cn U 0w p 10'-0" MAX. HEIGHT (SEE STRUCTURAL (� CDQf INSULATION, 1/2" INTERIOR DRYWALL FINISH. C7 z (n _j w mJ J � p Z BLOCK CONSTRUCTION - 2 Z W z J C7 W 1- Z Of _ z 3 x W W IL W La Q ZJO o O O m O O Q ¢ ¢O � O p § Z FIRE WALL BELOW, TO UNDERSIDE OF ROOF p (n w w F- 0 S D = C� 0 EN-- C3 Z 3 Z J 3 0_ O > > 1 R4 z w PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OATTIC OVER LIVING SPACE 1 C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 27j" 50j" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO 4.) STAIR DIMENSIONS SHALL BE AS W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO MIN. INTERIOR GUARD HEIGHT = 36" W51 24 SH BLOCK SINGLE HUNG 37" 508" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES © W53 26 SH I BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES T7_ SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ET 3 BATH O LO 373 SF TILE RANGE HOOD VENT (FBC-M1503) 15 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE RANGE HOOD VENTED TO EXTERIOR AND Li U EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) CE FINISH CEMENTITIOUS O SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB PRE-ENGINEERED O FINI/SHEDSHED TEXTURED COATING PER BUILDERS -FLOOR ON SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSSMANUFACTURER. COAT CEMENTITIOUS APPLICATION OVER (SEE STRUCTURAL ENGINEERS METAL LATH w/ WATER RESISTANT NAILING SCHEDULE PROVIDE DRAFT STOPPING BARRIER BARRIER PER ASTM C &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE w M WITH TPI WTCA BCSI. (1/4') PANEL TYPE %(n JLi m 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING (n z OLij INSULATION, 1/2" INTERIOR DRYWALL FINISH. C7 z (n CL RATING OF 1 HOUR WHERE LIMITING DISTANCE Q IS LESS THAN 3'-0" BLOCK CONSTRUCTION - W F ~Q J 18 GROUND FLOOR PARTY WALL FROM TOP OF O 1- Z Of _ I- = z Y ¢ 0_ U TIED TO CONTINUOUS BOND BEAM AT TOP ¢ O O o c� w U = O m W J w I- O CY p § S FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS (n Z U373 AND INSTALLED PER MANUFACTURERS 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS NON-BEARING PARTITIONS TO BE 2x4 1 A 2'-8" 8'-0" 1 R4 OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OATTIC OVER LIVING SPACE 1 C 3'-0" 6'-8" 1 R4 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 ADD TRANSOM / ELEVATION R702.4.2 1 D 3'-0" 8'-0" 1 R4 AT BASE) EQUALLY SPACED & ANCHORED TEMP GLASS FRENCH 18 LT TO 2x8 HEADER & P.T. 2x4 PLATE PER 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE O 2'-8" 6'-8" 1 07/20/12 OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 8' CLG. TYP. FOLLOWS OPENING = 20" 2'-8" 8'-0" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG. TYP. 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) O 2'-6" 6'-8" 1 FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" INTERIOR DOOR 8' CLG. TYP. MIN. CLEAR STAIR WIDTH = 31 1/2" 6 2'-6" 8'-0" 1 (FBC-R612.2) MIN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT INTERIOR DOOR 9' CLG. TYP. ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE O 2'-4" 6'-8" 1 MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR INTERIOR DOOR 8' CLG. TYP. (D HAND RAIL - FBC 2010 R311.7.7 4� 2'-4" 8'-0" 1" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 INTERIOR DOOR 9' CLG. TYP. 0 2'-O" 6'-8" 1 HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP INTERIOR DOOR 8' CLG. TYP. SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH 2'-0" 8'-0" 1 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 402 COMPLIANCE INTERIOR DOOR 9' CLG. TYP. TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL © 2'-2" 6'-8" 1 SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, INTERIOR DOOR 8' CLG. TYP. SKYLIGHT, RAISED COFFERED CEILING. © 2'-2" 8'-0" 1 THE WINDOW UNTIL FINAL ENERGY INSPECTION. INTERIOR DOOR 9' CLG. TYP. O 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS Co I �I .00 I v Un100 r- 20'-0" 6'-9" 8,-4„ PATIO 10'-0"x 10'-0" CONCRETE 2 6080 PATIO DOOR A 3 OA W53 W 3 - --1 0100 r 31„ I I 5'-91„ T C x00 9,_1 „ 4 4'-6" '- - - 54 x30 PREP. DINING __ - -, ISLAND C° I I �N iv CARPET L -I j KITCHEN TILE T C I -- 1 DW PNTR -1N CRAISED SNACK BAR ( 71'-9 11" " 31 2 - 1 6'-1" 1'-10" 7 _42>, 11 O _ NU J Z am 0- GATHERING ROOM Q CARPET > Q U o 0 M _ o 0 12" DROPPED 0 o _ COFFERED CEILING TO p 00W _ COVER DROPPED STEP 40" HIGH Q J KNEEWALL CO C) of m PROVIDE W/ PTD. PINE w5 8"TLj YPE X" CAP - of o Q - -4 DRYWALL UNDER STAIRS "STORAGE 6 -0 3'-8' 8'-3j' 1 6 UP FOYER YPW. $OOMI I - 7R TILE PROVIDE 45 12" DROP 2'_1" 52 MINUTE FIRE RATED BULKHEADDOOR w/ RATED 1 C B I JAMB, SILL AND TIIR OR 1 M CLOSER 3jj" F&•-2 1-100 I N N y J J_j U <m� �L ~ �w� o- fjf L0 ¢ U o 0-O m OU J 00-=) 0 .moi - I p w m O Z :2 SON ¢ 0 �N 1'-4" 1 - TOP & 0 - TWH) DROP � -„ _-. OP C�E PROVIDE R PAN 4 UNDER HWT 5'-1_6�„ 2_5„ 6,_6„ ELECTRIC 75„ PANEL $ LOC. SEE SHT E1.1 ELEC Ft�, A ME TEIR 3.2 NI f9� - O GARAGES--- --- I -24' WIDE SHUTTERS W SILL ELOW I I I I 0 I I 2 I y� 16'0"x7'0" O.H. GARAGE DOOR I - _LINE OF SYNTHETIC STONE WAINSCOT 1'-2" FIRST FLOOR PLAN 1/4" = 1'-0" a PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR SHEATHING ON PORCH ,-CEILING THIS UNIT 9, 1 „ -- ELEV. 'B' UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 44��-- � ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & O '-9" 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, ET 3 BATH O LO 373 SF TILE RANGE HOOD VENT (FBC-M1503) 15 JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE " 3 SECOND FLOOR PLAN I 1/4" = V-0" „ 2'-104" 2,-0„ 4 B HALLWAY STOP & DROP TYPICAL FOR ALL SHELVES 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 BDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'B' 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 & O ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 50 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 373 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M1503) 15 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. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) CE FINISH CEMENTITIOUS O SUBFLOOR AND FLOOR TRUSSES 16 3/4" T&G SUB PRE-ENGINEERED O FINI/SHEDSHED TEXTURED COATING PER BUILDERS -FLOOR ON SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSSMANUFACTURER. COAT CEMENTITIOUS APPLICATION OVER (SEE STRUCTURAL ENGINEERS METAL LATH w/ WATER RESISTANT NAILING SCHEDULE PROVIDE DRAFT STOPPING BARRIER BARRIER PER ASTM C &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSSBB E EXTERIOR WITH TPI WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS 0 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE CL RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" BLOCK CONSTRUCTION - OCONCRETE 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF O SPECIFICATIONS OVER 1/2'. THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD I,__w J REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL O BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. U373 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 U 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 APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED DWG.No. IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED, MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE 07/20/12 OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MIN. TREAD = 10" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3•) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE (FBC-R612.2) MIN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT AT ANY POINT 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 (D HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 402 COMPLIANCE OSECTION g WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"00" 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. DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NA RONAL STANDARDS INSTITUTE INC. (ANSI 2765-200.3) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF �o Q 11zwco �OU] 0 U E"' A Ul co El Z r...( C/] N W Z Gfl Ax O a' 4 v�zE. u'`� � + I:i O O 0E- CQ ZW C)0 U Ld LL •• m •• ��`?i'a'u, bP = r- N z Li.l f-- • �• _ z° % I __ /I111lj i1\\ O 0 0 Z a0 = 0 CL ~ Z ry � W LLJ :20 I,__w J (./) 0 W 1 0 O Q U _J M �o Q 11zwco �OU] 0 U E"' A Ul co El Z r...( C/] N W Z Gfl Ax O a' 4 v�zE. u'`� � + I:i O O 0E- CQ ZW C)0 U Ld LL •• m •• ��`?i'a'u, bP = r- N z • �• _ z° % I __ /I111lj i1\\ O ILL. �o Q 11zwco �OU] 0 U E"' A Ul co El Z r...( C/] N W Z Gfl Ax O a' 4 v�zE. u'`� � + I:i O O 0E- CQ ZW C)0 U Ld LL SHT OF Fn m W 0 Z a0 = 0 ~ Z � W LLJ :20 I,__w J 0 Lu 0 Q U _J M Ify Q 0 (2- 0- :2 _J E --- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 - _ SCALE -- AS NOTED DATE 07/20/12 SHT OF VARIES f 7 3",4" SCALE 2: 1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'-0" _ SIN - _ N 0 I • f IN - N 3/4" RECESS---� SCALE 2: 1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Rim 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) " WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL 2'-4" 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION "B" V SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH 1ECTRIC METER IICHE THICK CMV )IA. CONDUIT TO N THROUGH CMU LLOW CORE 0 0 I i� TI 00 0 I TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE 0 I r 0 1 "x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF PLATE TOP OF WINDOW SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK METAL RAILING TOP OF RAIL MAY BE NO HIGHER THAN WINDOW SILL FIN. SECOND FLOOR PROVIDE CONTROL _ JOINT TOP OF WINDOW 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— FIN. GROUND FLOOR 00 FIN. GRADE - 36" HIGH BLACK METAL RAILING PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON. STONE VENEER 6 •- 6:12 6:12 FE_ 10 NINE 11 111111111 IN 'kil'i Lill 11 1 _II 11111 111 11111111 I I I I I I rL I GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. VARIES 3" 7" --4-i "�4 SCALE 2: 1 --m W 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER Rim 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) " WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL 2'-4" 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION "B" V SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH 1ECTRIC METER IICHE THICK CMV )IA. CONDUIT TO N THROUGH CMU LLOW CORE 0 0 I i� TI 00 0 I TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR FIN. GRADE 0 I r 0 1 "x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE TOP OF PLATE TOP OF WINDOW SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 36" HIGH BLACK METAL RAILING TOP OF RAIL MAY BE NO HIGHER THAN WINDOW SILL FIN. SECOND FLOOR PROVIDE CONTROL _ JOINT TOP OF WINDOW 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— FIN. GROUND FLOOR 00 FIN. GRADE - 36" HIGH BLACK METAL RAILING PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) PRECAST STUCK -ON. STONE VENEER 6 •- 6:12 6:12 FE_ 10 NINE 11 111111111 IN 'kil'i Lill 11 1 _II 11111 111 11111111 I I I I I I rL I GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. ELEVATION 97 9' FRONT 1/4 12� - 6:12 6:12 5:12 GLASS AREA ON SIDE ELEVATION 'B'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) EENTRY'7 1/4 6.12 6% - - --m W J � O 0 ❑ ❑ Of Z z 0 :H U ih 07 _ECTRIC METE. LTJ NICHE 20"x 28" FIXED WINDOW 1 "x6" RAISED STUCCO LASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 36"x8'-0" FIRE RATED SOLID FRONT DOOR CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT VIDE CONTROL JOINT W 0 Z _® I-- U 07 LTJ w ````��1111111'l/f����''' � d O `Q' �•� see LL ��:i?i•��� z 2i 0 yj Rt U,�'` _ = _ J 6 G• O CQ M C:d ® E­o�w �~ CC) C7 ►.� � C) E- � �= ® z 0 E4 W O z O J CV 04 F— W c Q U F-- I , I LLJ LLJ _ N _j I Lj m W z = O 00 Z ~ W p LLJ O W = W u F— Q �_= D a F— DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 ■ SHT OF o TOP OF PLATE TOP OF PLATE TOP OF WINDOW 0 0 I 00 I` f o Z _1 1 FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING ELEVATION 'B' n BUILD I 1A " I ' ml -n" SECTION ggl' 11111111 y BiJILDING 1/4 91 = 11-099 SECTION 1 L I KLAUS (91 IU LACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS _-) ("B STAIR 1/4" = 1'-0" VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL � 3" VTR i I I VENT THROUGH ROOF, V. ANGLE VENT OVER SO AS > NOT TO PENETRATE FRT " Y -I 2 PLYWOOD WITHIN 4'-0" OF PARTYWALL � ��•-. i � VENT THROUGH ROOF, 2" VTR r ANGLE VENT OVER SO AS 12.E NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL _ATE _ATE INDOW JD FLOOR NDOW JD FLOOR SLAB )OTING rt M LA TUB/SHW C.A IGfCIVFN `L VVH I) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING f i 00 00 9 NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. o � ARE MECHANICAL DEVICES. P4 z Q~ PLUM13ING RISKIER �wz�c� V) DIA�RAM N.T.S. O i\ N 0 Z U J Q O J Li F e­ls o � L,J g P4 z Q~ W �wz�c� V) o� Z OE- A O o z°o = O P— V) O O LiJ x CL oa 0 O v J O w U Y I ° C/O Q U :2 J M Ld 0 F- D 0 F - i Q p n O i\ N 0 Z U J Q O J Li LLJ _ Z Z F e­ls o � m P4 z Q~ W �wz�c� V) o� OE- A ►�Qoza � �zEcn o z°o = O V) O O LiJ x F— oa 0 O v J LLJ _ Z Z DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 3.3A F e­ls m W I O z°o = O z~ > LTJ 0 J O w Y I ° Q U :2 J M Lu 0 F- 0 F - Q p n DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 3.3A 2" PVCIFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 7 i 150 MP 2/0 ALUMINUM DISC. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC, limmaR­-, 1 • . MICROWAVE, ABOVE O PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT FIRST 1/4" = 1'-0" OA 131 i KITCHEN V 9-- I R I %ITCHEN\ DDI N I N ^G �1 SI 14 U -- PNTR i r�-•-ter .. — --- --- -- `\ GATHERINI01 ROOM I I T I I I _ \ JJT ---%� _-P — 1 �I 110 1 UP \ 7R \ FOYER \ I/ FIELD LOCATE / ELECTRIC PANEL GARAGE OUTLET FOR I GARAGE DOOR 15 OPENER 1 I I I I I I I I I I I I I PO CH C� 1 ELECTRIC METER IN NIC E r-� /-- At" SECOND 1/4 �9 = V-019 3" MAX. BETWEEN TRIM AND SWITCH C/L+- LEI J OU TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION 2O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT V—O" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTRICAL GENERAL ELECTRICAL NI nTCC'. 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3, PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO—ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGEND.dwg EXHAUST VENT NOTE: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO N01 VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DLTLCIORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE 10 BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFC:I CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BL LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWFI-I ING UNIT SHALL BE PROTECTED BY A LISTED ARC - T -AUL -1 CIRCUIT INTLRRUPTER, COMBINATION TYPL INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. U SE U1 LISTED SUPPORT BOX FOR ALL FAN PRFWIRF S. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DFTFCTOR COMBO EXAUST FAN O z SMOKE DETECTOR = O WALL MOUNTED ~ SWITCH Z LIGHT FIXTURE cn > F— CEILING MOUNTFD 12 J ~w 3 -WAY SWITCH $3 LIGHT FIXTURE F_ W Ld 4—WAY SWITCH $4 RECESSED CAN LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR QoCL PROOF FIXTURE 1 10 V OUTLET DESIGN DRAWN Q AT/TJF CHECKED TJF FLOODLIGHT � \ SWITCHED OUTLET =0-- FLOURESCFNT GFI OU'ILET �R LIGHT CEILING V� MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN Ci J T�PHONE JACK EIEC. SERVICE PANEL SPEAKER PRFWIRF. sp�G- CODE SIZED J BOX Q WITH BLANK COVER w 0 H- W Q m (n O z = O ~ Z W J cn > F— W 12 J ~w O J F_ W Ld Ld CL m (n O z = O ~ Z cn > w 0 12 J ~w O = W i--= = QoCL DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 3.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1760 SF I- MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND W _ _ .-. RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE CARPET N z F- U 0)`v 0 D W _ - Li (n SUBFLOOR AND FLOOR TRUSSES - - - HEAD Ln U 3. O F=- 0 FLOOR TRUSSES BY REGISTERED TRUSS z 0.. 6 N w w Ld Co J O Z BARRIER PER ASTM C &APPROVED B m Z Z Q W Q� -LjQ FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL }�~ w W O EXPOSED BUILDING FACE r Li Q EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 0O �O O U o O Q Q of W Q � w O O Q FINISHED TEXTURE COATING PER BUILDERS z Q zZ Q tY J a- w Z QO F- = n _ Z) d N W 0 W Lu O O 7) _ _ O z Lu Oz W17 E 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1 A W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 27j" 631" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44 28j" 44j" 8.56 NO WRAP, FINISHED SOFFIT W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-8" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO STRUCTURAL ENGINEERS SPECS. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 8' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72 37j" 72" 18.50 YES O W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO THE LOWEST PART OF THE CLEAR OPENING TO THE W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES 3.) W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES AT ANY POINT W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES HANDRAILS TO MEET REQUIREMENTS FOR W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 64j" 21.0 YES GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 114 WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1760 SF I- MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND W NDER STAB ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE CARPET EQUIPPED WITH BACK DRAFT DAMPER. LOW U 0)`v SPECIFICATIONS a APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES - - - HEAD > O I Y FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER w NAILING SCHEDULE) PROVIDE DRAFT STOPPING ALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C &APPROVED B x WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSSBB E EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD Q� -LjQ FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL }�~ ENGINEERS SPECIFICATIONS) R13 BATT O EXPOSED BUILDING FACE r Li Q EXTERIOR WALLS TO HAVE A FIRE RESISTANCE n z O o O IS LESS THAN 3'-0" F- I- J 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS Li�. Z Q Q tY J U (n Z QO W = ~ p S c� Y U J O w W Lu O 0 VERIFY THAT DELIVERED BLOCK HAS CORRECT _ _ U) ? [ifbi _j (n Oz BLOCK. FI -FOIL AA -2 VAPOR SHIELD O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 00 1 A 2'-8" 8'-0" 1 R4 aZ INTERIOR STUD PARTITIONS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS x0 J 1C 3'-0" 6'-8" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 ADD TRANSOM / ELEVATION 7 1 D 3'-0" 8'-0" 1 R4 FLOOR TO EXTERIOR TEMP GLASS FRENCH 18 LT OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS WRAP, FINISHED SOFFIT O2 2'-8" 6'-8" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE- INTERIOR DOOR 8' CLG. TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND 2'-8" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH Oma I O INTERIOR DOOR 9' CLG. TYP. INTERIOR STAIRS -SITE BUILT FBC 2010 O3 2'-6" 6'-8" 1 GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. INTERIOR DOOR 8' CLG. TYP. AT BASE) EQUALLY SPACED &ANCHORED 1•) 2'-6" 8'-0" 1 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. INTERIOR DOOR 9' CLG. TYP. 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # ® 2'-4" 6'-8" 1 WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 OPENING = 20" FOLLOWS INTERIOR DOOR 8' CLG. TYP. MIN. TREAD = 10" 2'-0" 8'-0" 1 MAX. RISER = 7 3/4" 2,) INTERIOR DOOR 9' CLG. TYP. MIN. HEADROOM = 6'-8" © 2'-2" 6'-8" 1 THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS INTERIOR DOOR 8' CLG. TYP. MIN. STAIR WIDTH = 3'-0" © 2'-2" 8'-0" 1 FOR WINDER STAIRS 3.) INTERIOR DOOR 9' CLG. TYP. MIN. WINDER TREAD MEASURED= 10" O7 1'-6" 6'-8" 1 INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" INTERIOR DOOR 8' CLG. TYP. AT ANY POINT V-6" 8'-0" 1 RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH INTERIOR DOOR 9' CLG. TYP. 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND 0 0 20' 0" 5'-1" 10' 3" 4'-8" PATIO A� 10'-0"x 10'-0" CONCRETE 6080 PATIO DOOR L__-1 L7 I to l - __ 11 DW KITCHEN _I DINING ROOM IL -- TILEr- T- --I CARPET 1 '�Noo I I IS L_ - J _K-4 10'-88'_ 1 C T 8,-6i„ --------- - -- F I I` I - `� L _ - `vJ WALK-IN _PANTRY PROVIDE 0 5/8"TYPE "X" I ELEV. 'A' FIRST FLOOR AREA GATHERINGROOM 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP Ia 14 1461 SF DRYWALL ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1760 SF I- MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND r NDER STAB ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE CARPET EQUIPPED WITH BACK DRAFT DAMPER. LOW 0 W 0)`v SPECIFICATIONS a APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES - - - HEAD OM O I Y FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER M W NAILING SCHEDULE) PROVIDE DRAFT STOPPING ALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C &APPROVED B x WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSSBB E EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD Q� -LjQ FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL }�~ ENGINEERS SPECIFICATIONS) R13 BATT � _j EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE _jOU RATING OF 1 HOUR WHERE LIMITING DISTANCE WM of� CHECKED TJF IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH I 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS m } GROUND FLOOR PARTY WALL FROM TOP OF Q U 0 w I COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER W STRUCTURAL ENGINEERS SPECIFICATIONS pZ D 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. W ^ x ULoloo O J BLOCK. FI -FOIL AA -2 VAPOR SHIELD O 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE x X O Q U O SECOND FLOOR PARTY WALL TO BE 2 HR 00 RATED CONTINUOUS FROM TOP OF MASONRY I FIRE WALL BELOW, TO UNDERSIDE OF ROOF aZ INTERIOR STUD PARTITIONS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. 00 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION x0 J ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. 6'-6 2,-4� 52" NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 7 0 0 PRE-ENGINEERED ROOF TRUSSES BY TRUSS Li MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND O� V) ROOF VENTILATION _ -__ __ VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF Q WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE- REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING z�� ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH Oma I O 3 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: O N N LINE OF SYNTHETIC STONE WAINSCOT nOfw NI - - - 0 O Cnn 6 ¢ P WD - f) TILE ILLI �1 I I N - FOYER MI OR A TILE 1 9„-100 " CL d 1 LJ (T oo O PWD \ ) VENT I N 2'-4" S-1 Z„ 2, 5„ ,-5„ 3,-877,. 8„ 5,-44„ 4„ 7j" PROVIDE ELECTRIC PR0 R C H UNDER PANEL o LOC. SEE HWT SHT E1.1 I A� 2'-( OG RAGE I O N ------- - LNE OR ND. RLR. ABOVE 8'0"x7'0" O.H. dARAGE DOOR N 2 ELECTRIC METER LINEI OF SY THETIC STONE WAINSCOT 2'-0" 1/4" = 1'-0" �' I O N SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 1 N M N 1 5j" 5'-1" CENTER OVER W97 DOOR ELOW EGRESS BEDROOM CARPET 9'-0j" I N 54" 5'-0j" 2-2068 BI -FOLD Al. -- / N I 3'-9' 20'-0" 10'-3" 4'-8" CENT R OVER W97 WINDO BELOW O EGRESS BEDROOM 3 CARPET 9'-9j" 3'-11" 40" HIGH LEDGE 0o W/ PTD. PINE CAP N `r 3'-9" 1'-7 4'-2 ,> 71 5-6j" 3/ 2-2068 - -BI-FOLD- - 1' 8" 1 3'-4" 3' 4j, 5'-p1„ �- N 4 3 T C 42 = 2068 BATH i BI -F 14 "<v LIN FAHU 7 -� 2668 B FO -04 C T LAUNDRY BOX 4 I & DRYER BOX O2 PAN UNDER WASHER - I- - - -, - 7 8"X36" ZI 1 D II W I_= OW ----- Z _LAUNDRY I <E°;�x.� 21 Q 11 W. I . C . TILE l� - - - �- - - L - - J 1._-__-11.1,,.___--- = 11 13 m II 51 b O 3,-9„ O 50-5" 4' 11 �_� -1Nc T MASTER BAT E - - 8'-0' FLAT CEILING `U ROR \� 1 1 W25 6" 2'-7" 3'-9" 4'_0" g" TEMPERED 1 GLASS 1 M ASTEF SUITE I I0 o to I ROO BELOW Q I> I I I I EGRESS I � W97 I 5'-1111 5'-11 2'-10" 2'-104" 5 SIN I 0 5j" =I N I\ 8 J Q Z Q J U �l­_ L.L. � a -z:, ^ _ --, r I 0 ro O Ow J O� a " � 0- r 0 O m O O bi Ln (n N Q TEMPERED GLASS SHOWER ENCL. 0 00 SECOND FLOOR PLAN 1/4 = 1' -019 3'-8" 01 2'-1„ 0 I N (:§:)FLUSHKITCHEN 44" BREAKFAST BAR SECTION N r N I in CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1461 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1760 SF I- MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND r RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING j 5 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE w EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM 0 W MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS C.7 E -I H Z APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES FINISHED TEXTURED COATING PER BUILDERS W 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED Y FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER M W NAILING SCHEDULE) PROVIDE DRAFT STOPPING ALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C &APPROVED B x WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSSBB E EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO F- FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL �OWC0 �' Q U ENGINEERS SPECIFICATIONS) R13 BATT � _j EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE QUADR RATING OF 1 HOUR WHERE LIMITING DISTANCE CHECKED TJF IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH I 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE- REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O21 6 O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED &ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36° COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE Og WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING BETWEEN GARAGE AND LIVING SPACE THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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-11 114 WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIDUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM O11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELENA TION AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN /N AMER/CAN NAT/ONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE -- I PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER o TRIM BDS OVER ALL PTD I PINE SHELVES 48" RECEPTACLE FOR ° CELL PHONE RECHARGER = m COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. �)STOP FOYER & DROP AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF 0 n (/7 W W -t o cV ��r a`•••••~•••••••' �I� O W so qT LL LN 151 z = w Cm �4 cc Q ` r'! U see* x '"K 3 LZ /�Xllll 1.1 fill i���� 4.1A W i` O d' w� z CQ In E_ I- r v� z Cn Z (m w �O�A�Co to 0 W C.7 E -I H Z .-. 0 w W Y o 1..` CL M W W :ODO O x J '� V1 G., F- 0 �OWC0 �' Q U � _j DESIGN DRAWN QUADR AT/TJF CHECKED TJF W Ljj DWG.No. I JOB NO. 905/117 SCALE AS NOTED DATE 07/16/12 4.1A W 0 0 Q zI w 0 W J 0 w W Y o F- Q 0 � _j DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB NO. 905/117 SCALE AS NOTED DATE 07/16/12 4.1A z M co 2'- 0'.'- - N 1n _ - N 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS �2,-p„ M - 7IN __ I N M U) - -- - N Li r� 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS r7 N I M �n N r7 - .., 1 4„ 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 0 PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED _ DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) I �� GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A 99 1/4» = 19_099 6:12 ELEC METER A SECTION AT METER NICHE w F - Q 0 6:12 Z 0 VAULTED CEILING I-- 1"x6" RAISED STUCCO U PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) GUTTER DRAINED TO V) 6. 2 PORCH ROOF W SMOOTH FINISHED WINDOW TOP OR PLATE AND DOOR SURROUND DETAIL WITH ARCHED HEADE (SEE DETAIL) 1 TOP OR WINDOW 28"k44 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH 00 7/8" STUCCO FINISH OVER 1"x6" RAISED PLASTER FINISH STUCCO PLASTER (2nd FI. TYP.) SMOOTH FINISH 0 00 18" ROOF OVERHANG i, 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 5:12 FIN. SECOND FLOOR �1 GUTTER OVER FRONT Li o PORCH ONLY DRAINED TO 1"x6" RAISED STUCCO STORM WATER PIPE `�G�� T r /�� C-4PLASTER FRIEZE TRIM TOP OR WINDOW ����•••�....'b•// ''i�LL.� W/ SMOOTH FINISH (TYP) _. w ul SMOOTH FINISHED WINDOW �: Z N 0 � +O Q AND DOOR SURROUND w d, LU =C -,JX • DETAIL WITH FLAT HEADER N 'jK Z U (SEE DETAIL) ❑ ❑ o ��� 0 wsQ g J 6" WIDE SCORED DOOR z ••• lei) SURROUND W/ SMOOTH17 �i� %••...�••O 0, 5STUCCO FORMED FINISH F N2" STUCCO dPFASTER 00 ''I�� ����-� p�`��� � � O ( ii.r 3 LL - STUCCO WATER TABLE TYP.) (SEE DETAIL) PRECAST STUCK -ON FIN. GROUND FLOOR STONE VENEER _ GLASS AREA ON FRONT ELEVATION 'A'= 57.69 SQ. RT. FIN. GRADE U�v99 �od,' FRONT ELEVATION A ��z� 1/4" = 1'-0" OE* A U zE-+cnNwz OInzE '! L c W w C) o x J cn a F— E- E— F— W ' 6:12 W GUTTER DRAINED TO W PORCH ROOF GUTTER DRAINED T9 = - - --- - � PORCH ROOF I - - -- E3"ENTRY JOINING UNIT LEV iia.. _ 1._0.. VENEER E4ENTRY GARAG-AE ELEV 1/4 99 19-099 VARIES F r­'� 3 10" WIDTH 7" WIDTH w� SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 0'.'- - N 1n _ - N 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS �2,-p„ M - 7IN __ I N M U) - -- - N Li r� 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS r7 N I M �n N r7 - .., 1 4„ 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 0 PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED _ DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) I �� GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) REAR ELEVATION 99 A 99 1/4» = 19_099 6:12 ELEC METER A SECTION AT METER NICHE w F - Q 0 6:12 Z 0 VAULTED CEILING I-- 1"x6" RAISED STUCCO U PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) GUTTER DRAINED TO V) 6. 2 PORCH ROOF W SMOOTH FINISHED WINDOW TOP OR PLATE AND DOOR SURROUND DETAIL WITH ARCHED HEADE (SEE DETAIL) 1 TOP OR WINDOW 28"k44 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH 00 7/8" STUCCO FINISH OVER 1"x6" RAISED PLASTER FINISH STUCCO PLASTER (2nd FI. TYP.) SMOOTH FINISH 0 00 18" ROOF OVERHANG i, 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 5:12 FIN. SECOND FLOOR �1 GUTTER OVER FRONT Li o PORCH ONLY DRAINED TO 1"x6" RAISED STUCCO STORM WATER PIPE `�G�� T r /�� C-4PLASTER FRIEZE TRIM TOP OR WINDOW ����•••�....'b•// ''i�LL.� W/ SMOOTH FINISH (TYP) _. w ul SMOOTH FINISHED WINDOW �: Z N 0 � +O Q AND DOOR SURROUND w d, LU =C -,JX • DETAIL WITH FLAT HEADER N 'jK Z U (SEE DETAIL) ❑ ❑ o ��� 0 wsQ g J 6" WIDE SCORED DOOR z ••• lei) SURROUND W/ SMOOTH17 �i� %••...�••O 0, 5STUCCO FORMED FINISH F N2" STUCCO dPFASTER 00 ''I�� ����-� p�`��� � � O ( ii.r 3 LL - STUCCO WATER TABLE TYP.) (SEE DETAIL) PRECAST STUCK -ON FIN. GROUND FLOOR STONE VENEER _ GLASS AREA ON FRONT ELEVATION 'A'= 57.69 SQ. RT. FIN. GRADE U�v99 �od,' FRONT ELEVATION A ��z� 1/4" = 1'-0" OE* A U zE-+cnNwz OInzE '! L c W w C) o x J cn a F— E- E— F— W ' 6:12 W GUTTER DRAINED TO W PORCH ROOF GUTTER DRAINED T9 = - - --- - � PORCH ROOF I - - -- E3"ENTRY JOINING UNIT LEV iia.. _ 1._0.. VENEER E4ENTRY GARAG-AE ELEV 1/4 99 19-099 SHT 0F 4.2A 2 F r­'� w� oQ o0 z� W > Li :2O ~ J O w = Lw � J U O Qoa CL J F -- DESIGN DRAWN QUA AT/TJF CHECKED TJF DWG.No. - JOB No. 905/117 SCALE AS NOTED DATE - 07/16/12 SHT 0F 4.2A 2 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINUM-- DI C. SERVICE CABLE - 2" PVC WITH (3) #2/0 THHN ALUMINUM i (,) METER #4 COPPER - GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING U DI'P_:J'ID\ ,GROUND ELECI RISER I I R(DI T - L6�� MID II-- �II � II 2 FIELD LOCATE ELECTRIC PANEL �v 1�1 I ELECTRIC METER IN / NICHE FIRST FLOOR ELECTRICAL 1/4" = 1'-0" 1/4 99 = V-099 _=7_1 3" MAX. BETWEEN TRIM AND SWITCH C/L�— 20011 TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O1 AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O6 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL 7 CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTRICAL GENERAL ELECTRICAL NI(-ITL_ C• 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL ELEGEND.dwg EXHAUST VENT NOTE: 01JOL09 1. ALL EXHAUST FANS SHALL BE VFNTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY AND CLOSL TO STAIRS GOING LIP; WIRED 10 COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WI1-HIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 1 5 & 20 AMP RLCEPTACL ES SHALL BE LISTFD TAMPER RESISTANT RECEPTACLES 5. ALI. 120—VOLT, SINGLE PHASE, 15 AND 20 AMPLRE BRANCH CIRCUITS SUPPLYING OUTI EFS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THF BRANCH CIRCUIT. G. USE UI- LISTED SUPPORT BOX FOR ALL FAN PREWIRES, 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THL NFC PER THE 2007 FLORIDA BUILDING CODE, ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co ~ QUADR SMOKE DETECTOR COMBO L,J FXAUST FAN DWG.No. SMOKE DETECTOR - WALL MOUNTED SCALE SWITCH $ LIGHT FIXTURE CEILING MOUNTED 3—WAY SWITCH $3 LIGHT FIXTURE i 4 -WAY SWITCH $4 RECESSED CANLIGHT w FIXTURL DIMMFR SWITCH $d RECESSED VAPOR PROOF FIXTURE 110 V OUTLET L,J Q = W FI-OODIIGHT \ SWITCHED OUTLET FLOURESCLNT GFI OUTLFT LIGHT CEILING MOUNTF-D 220 V OUT ET STD. LIGHF DIRECT WIRE FIXTURE BRACE & PRF WIRL FOR TV JACK jj� FUTURE FAN �/ Ci \\ J TV J PHONE JACK FLEC. SERVICE PANEL SPEAKER PREWIRE SPM— CODE S17ED J BOX JQ WITH BLANK COVER z 0 CL L,J Q LLJ J (n ~ QUADR z L,J LLL DWG.No. LTJ JOB No. 905/117 SCALE WCL 077 DESIGN (n QUADR AT/TJF L,J TJF DWG.No. JOB No. 905/117 SCALE AS NOTED 077 Q z� w 0 LTJ 0 L,J = W jj� Q 0 CL J F— DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT OF 4.4E WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. f� TYPE X EXTERIOR PAN `� 1 (-)0' 4' SHEATHING ON PORCH UNDER w U CEILING THIS UNIT _ 5'-6M" 2,-5„ 6,-6�" 2,-63„ 2 �,,0, 15 A JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE ME TE� EQUIPPED WITH BACK DRAFT DAMPER. O -r _ �Z > w _ FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH U)w Cl) SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS N 1- GARAGES r Q C COAT CEMENTITIOUS APPLICATION OVER I v W 0 w m J J H 0 Z W = W Z W Z Z w W w r a J a U (n z � U)O a a 0 o w of a Z RATING OF 1 HOUR WHERE LIMITING DISTANCE O W z � a 0 o� a w O Of a o = ~ V)Z z SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED z J a- W ~ F -D C7 D O 0 W o N O 3 �o 2'-8" 6'-8" � Of 3:� YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 60j" 10.00 NO 1 B W21 1H4 SH BLOCK SINGLE HUNG 26j" 50j" 27j" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO WRAP, FINISHED SOFFIT W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28�" 60j" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO TO 2x8 HEADER & P.T. 2x4 PLATE PER W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES INTERIOR DOOR 9' CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 5� W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 6'-8" W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES MIN. WINDER READ MEASURED = 6" W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES MAXIMUM 4" BETWEEN PICKETS. W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO IN WIDTH W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING .3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER PROVIDE (-)0 -4 f� TYPE X EXTERIOR PAN `� 1 (-)0' 4' SHEATHING ON PORCH UNDER w U CEILING THIS UNIT _ 5'-6M" 2,-5„ 6,-6�" 2,-63„ 2 �,,0, 15 A JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE ME TE� EQUIPPED WITH BACK DRAFT DAMPER. 2 NI SPECIFICATIONS �Z > APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH o SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS w FLOOR TRUSSES BY REGISTERED TRUSS GARAGES r O W MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER I NAILING SCHEDULE) PROVIDE DRAFT STOPPING -24' WIDE 0 EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED SHUTTERS WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR U J W SILL SHEATHING, 2x4 STUDS ® 16" O.C. TO z FLOORING r � w m ENGINEERS SPECIFICATIONS) R13 BATT � U)O z 0 w � O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE F- a J RATING OF 1 HOUR WHERE LIMITING DISTANCE 1- W z � a a 2 Cf) a O = ~ 0 U SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED w J w ~ O 00 0 _Z (n TIED TO CONTINUOUS BOND BEAM AT TOP N O OF WALL. 1x2 PRESSURE TREATED 01 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS REFLECTIVE INSULATION (R-4.1), 1/2" 1 A 2'-8" 8'-0" 1 R4 _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY 1 B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OINTERIOR BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. 1C 3'-O" 6'-8" 1 R4 PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ADD TRANSOM / ELEVATION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 1D 3'-0" 8'-0" 1 R4 NON-BEARING PARTITIONS TO BE 2x4 TEMP GLASS FRENCH 18 LT SPF#2 OR 2x6 SPF#2 ® 24" O.C. 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN O 2'-8" 6'-8" 1 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 8' CLO. TYP. WRAP, FINISHED SOFFIT 2'-8" 8'-0" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE INTERIOR DOOR 9' CLG. TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND O 2'-6" 6'-8" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O INTERIOR DOOR 8' CLG. TYP. O21 6 3� 2'-6" 8'-0" 1 GENERAL NOTES: R311.7.3 INTERIOR DOOR 9' CLG. TYP. 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. O 2'-4" 6'-8" 1 (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER INTERIOR DOOR 8' CL.G. TYP. STRUCTURAL ENGINEERS SPECS. 2'-4" 8'-0" 1 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # INTERIOR DOOR 9' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED O 2'-0" 6'-8" 1 WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. 5� 2'-0" 8'-0" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 9' CLG. TYP. FOLLOWS �6 2'-2" 6'-8" 1 = 44" ABOVE FLOOR MAX. NOSING - 1 1/4" INTERIOR DOOR 8' CLG TYP. MAX. RISER = 7 3/4" ® 2'-2" 8'-0" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 9' CLG. TYP. FLIGHT OF STAIRS O7 1'-6" 6'-8" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 8' CLG. TYP. FOR WINDER STAIRS 3.) 1'-6" 8'-0" 1" (FBC-R612.2) 12" FROM INSIDE EDGE INTERIOR DOOR 9' CLG. TYP. MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 0 0 SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS ^� I 0 IN I �O I 0 N 0x100 r- • 20'-0" 8'-4"1 PATIO 10'-0"x 10'-0" CONCRETE �n (2 ),-,;` (-)0,4„ 6080 PATIO DOOR N U J �O a <m 0- r Ld w n aU m00 O U J OMS a J 0LL ofm z m Z:)ofw OfO � T C 4'-6" 54"x30" PREP. ISLAND C° N KITCHEN TILE T C OI DW PNTR 7 -1N 4'-11 " OA ) W53 W / u"A00 �o0 9>-11„ 3q" DINING CARPET 1-100 J�RAIA�S�EDNACK BAR i N J Y 6 -1 - - - 1'-10" 7'-4�" Q m 1 z w - GATHERING ROOM CARPETw O U = O o 00 - } I 0 I I 12" DROPPED 1 0 0 ry m COFFERED CEILING TO o D 0-1 w COVER DROPPED STEP 40" HIGH 0 o Ln KNEEWALL = a PROVIDE W/ PTD. PINE 0 -�-- 5/8"TYPE_'X„------ -CAP ----J DRYWALL UNDER STAIRS U Ln STgRAbE 1 6 -0 " �- 1 -4-14" 8'-31" L�pVvl 6 17R FOYER HEA ROOMI I TILE PROVIDE 45 'n _ _ I 12" DROP 2 -1" 5 MINUTE FIRE RATED J DOOR w/ RATED BULKHEAD P W 1 C ' H'` I JAMB, SILL AND TILE �,1 CLOSER IR OR STOP & 0 1 E (� DROP1 /4 N I N TW H) iv O1 i iPC ELEV. 'D' FIRST FLOOR AREA 44" �i� LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 7j" p PROVIDE 1 LAYER 5/8" PROVIDE (-)0 -4 f� TYPE X EXTERIOR PAN `� 1 (-)0' 4' SHEATHING ON PORCH UNDER O Z CEILING THIS UNIT _ 5'-6M" 2,-5„ 6,-6�" 2,-63„ 2 �,,0, 15 A 16'0"x7'0" O.H. GARAGE DOOR G LINE OF SYNTHETIC STONE WAINSCOT 2'-0" FIRST FLOOR PLAN 1/4„ = 1'-0" to 9-m 20'-0" 8'- 4„ 9, 1 ,> ELEV. 'D' FIRST FLOOR AREA 44" ELECTRIC LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 7j" _ •=1N PANEL ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, R� ' LOC. SEE.� SHT E1.1 2019 SF I 3 O Z RANGE HOOD VENT (FBC-M15= ELEC fig 15 A JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE ME TE� EQUIPPED WITH BACK DRAFT DAMPER. 2 NI SPECIFICATIONS �Z > APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH o SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 1 FLOOR TRUSSES BY REGISTERED TRUSS GARAGES r O W MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER I NAILING SCHEDULE) PROVIDE DRAFT STOPPING -24' WIDE EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED SHUTTERS WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR U J W SILL SHEATHING, 2x4 STUDS ® 16" O.C. TO CD FLOORING ELOW ENGINEERS SPECIFICATIONS) R13 BATT 104 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE I RATING OF 1 HOUR WHERE LIMITING DISTANCE O DESIGN I 1 2OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 2 HOUR MASONRY PARTY WALLMASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 16'0"x7'0" O.H. GARAGE DOOR G LINE OF SYNTHETIC STONE WAINSCOT 2'-0" FIRST FLOOR PLAN 1/4„ = 1'-0" to 9-m 20'-0" 8'- 4„ 9, 1 ,> ELEV. 'D' FIRST FLOOR AREA 44" 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 9" , _ •=1N 21 ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING T BATH 2019 SF 3 O Z RANGE HOOD VENT (FBC-M15= TILE 15 ` 4'-11 SECOND FLOOR PLAN 1/4" = 1'-V 2'-10�" 2,_0„ 4j„ B H A L L W A Y STOP & DROP TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'D' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1596 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2019 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND O Z RANGE HOOD VENT (FBC-M15= ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE ~ EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS �Z > APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 0 J FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 O W MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER = W NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR U J UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO CD FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT I- EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE O RATING OF 1 HOUR WHERE LIMITING DISTANCE DESIGN IS LESS THAN 3'-0" 2OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH QUADRA 2 HOUR MASONRY PARTY WALLMASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. SCALE AS NOTED PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS OINTERIOR BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R311.7.3 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING - 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A' MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 402 COMPLIANCE OSECTION 8 WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. OWALL & CEILING BETWEEN GARAGE AND LIVING SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) 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 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"00" 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. DIMENSION & AREA NOTES - FOR CM.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TI TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MA SONR Y I FNEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2755-2003) AREA CALCULATIONS (ANSI) ELEV. 'D' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF W 0 W O V� �Gl� �.7�j,♦♦♦ car ='sul 9 Abp: = `�.° Q z • • �• .: ICS • z C4 W • (moi •, �i U see ♦ �� LL- SHT OF 5.1A W 0 I O Z ao =0 ~ �Z > LL.1 0 J O W = W o U J CD I- Q O DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 5.1A a -- N o _ LI LO 7IN _ T N 3/4" RECESS ,u1 �, SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS VARIES 4 �•��.r• eet� b� i z 3 _7 374" ISCALE 2:1 N A 10" WIDTH 7" WIDTH a SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER a -- N o _ LI LO 7IN _ T N 3/4" RECESS ,u1 �, SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS � ELEC METER SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH :LECTRIC METER IICHE THICK CMV )IA. CONDUIT TO V THROUGH CMU _LOW CORE • R 7/8" STUCCO PLASTER F N S I I H (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL - 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO �J PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) RHEA ELEVATION "D'9 PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1/4„ = 19-0„ 6:12 6:12 I`Il�l�gl,� 6 12 PROVIDE [CONTROL JOINT 1 6.12 5:12 6.12 �\E3�ENTRY GARAGE ' El i1/4„ _ 19_099 ANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT T O c i� 6:12 6:12 \ 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE _ TOP OF PLATEn- TOP OF WINDOW N N SMOOTH FINISHED WINDOW C° o SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) PREFORMED STOCCO PANEL SHUTTERS 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR s 72 5:12 TOP . OF WINDOW 30" HIGH BLACK METAL RAILING (TYP.) TOP OF RAIL MUST BE NO - HIGHER THAN WINDOW SILL STUCCO ■ ■ ■ . ❑ ❑ ❑ � PLASTER FINISH- - �� �� ❑❑ �� (Ground FI. TYP.) - 00 1"x6" RAISED STUCCO ®� PLASTER TRIM BAND W/ SMOOTH FINISH mLL FIN. GROUND FLOOR 00 FIN. GRADE GLASS AREA ON FRONT ELEVATION 'A'= 61.19 SQ. FT. FRONT ELEVATION 99D9 9 1/4„ = 1'-C 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER— SILL TRIM W/ SMOOTH FINISH 6:12 GUTTER DRAINED TO PORCH ROOF PORCH ROOF GUTTER DRAINED TO STORM WATER I-,-- ,��ENTRY JOINING 1/4" = 1'-0" .,1"x6" RAISED STUCCO PLASTER FRIEZE TRIM -YV.,L SMOOTH FINISH (TYP) I I I 7/8" STUCCO PLASTER FINISH PRECAST STUCK -ON STONE VENEER (2nd FI. TYP.) 1/2" STUCCO PLASTER FINISH (GROUND FL. TYP.) 36"x8'-0" FIRE RATED SOLID FRONT DOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER UNIT ELEV W I -- c� 0 N �•��.r• eet� b� i z . 4,> Z Q In w `0 i 6 •i Z' CO) �••• '• 5 VARIES a ii�� ►r 1 'Q`���� ri SCALE 2:1 o �wzU Hz a �' 10" WIDTH 7" WIDTH � � E- �oE"A�'00 SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER � ELEC METER SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH :LECTRIC METER IICHE THICK CMV )IA. CONDUIT TO V THROUGH CMU _LOW CORE • R 7/8" STUCCO PLASTER F N S I I H (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL - 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO �J PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) RHEA ELEVATION "D'9 PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 1/4„ = 19-0„ 6:12 6:12 I`Il�l�gl,� 6 12 PROVIDE [CONTROL JOINT 1 6.12 5:12 6.12 �\E3�ENTRY GARAGE ' El i1/4„ _ 19_099 ANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT T O c i� 6:12 6:12 \ 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE _ TOP OF PLATEn- TOP OF WINDOW N N SMOOTH FINISHED WINDOW C° o SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) PREFORMED STOCCO PANEL SHUTTERS 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR s 72 5:12 TOP . OF WINDOW 30" HIGH BLACK METAL RAILING (TYP.) TOP OF RAIL MUST BE NO - HIGHER THAN WINDOW SILL STUCCO ■ ■ ■ . ❑ ❑ ❑ � PLASTER FINISH- - �� �� ❑❑ �� (Ground FI. TYP.) - 00 1"x6" RAISED STUCCO ®� PLASTER TRIM BAND W/ SMOOTH FINISH mLL FIN. GROUND FLOOR 00 FIN. GRADE GLASS AREA ON FRONT ELEVATION 'A'= 61.19 SQ. FT. FRONT ELEVATION 99D9 9 1/4„ = 1'-C 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER— SILL TRIM W/ SMOOTH FINISH 6:12 GUTTER DRAINED TO PORCH ROOF PORCH ROOF GUTTER DRAINED TO STORM WATER I-,-- ,��ENTRY JOINING 1/4" = 1'-0" .,1"x6" RAISED STUCCO PLASTER FRIEZE TRIM -YV.,L SMOOTH FINISH (TYP) I I I 7/8" STUCCO PLASTER FINISH PRECAST STUCK -ON STONE VENEER (2nd FI. TYP.) 1/2" STUCCO PLASTER FINISH (GROUND FL. TYP.) 36"x8'-0" FIRE RATED SOLID FRONT DOOR 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER UNIT ELEV W I -- SHT OF 5.2A c� 0 N �•��.r• eet� b� W z tw d 0 I� LU• w + • Z Q U `0 i 6 •i Z' CO) �••• '• 5 w z Q~owe a ii�� ►r 1 'Q`���� ri M o SHT OF 5.2A 0 U]v^40 w z Q~owe �- M �wzU Hz a �' ® O Z � � E- �oE"A�'00 00 O o0 z ~ 0 = 0 I:L� 4 L..L_ �' C) a W E-4 z 12 J W w = ~ F"lo�C9 f— W � W J W SHT OF 5.2A W I 1 O Z O o0 z ~ � W O 12 J O w = W u Q I— U J W Q O C. :2 J F -- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. _. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT OF 5.2A 0 TOP OF PLA' TOP OF PLA TnP OF WINDC 0) 0 00 I a Z 15 OND FLO( TOP OF WINDC FIN. GROUND FLOOR SL FIN. GRAI U/S OF FOOTIP aa'— 11" c) BUILDING SECTION AT-7vr--"' 0 JR. C H A) BUILDING SECTION 1/4 1 = 19—C 12 TREADS © 10" EACH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS O 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL TOP OF PLATE FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS CB) S 1 Adl% SECTION FIN. GROUND FLOOR SLAB VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL i 3" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 2" VTR VENT THROUGH ROOF, NGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL LA TUB /SH WI LA I LMUr'. `L VVM I ) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING r I 00 r) 00 I NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. PLUMBING -1 RISER DIAGRAM N.T.S. w F -- _ Z Z D D Q� c0 O � �CD W cQ o I z E- -w 14 I co 0 Z E, cc U ozao ~ m ZE_ V d � 0 x w > W Ow � � J c\j Q O w _ Z Z D D SHT OF 5.3A W o I 0 Z o0 = O ~ Z > W � � J O w = W o >- a 0 � � Qon CL J DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 06/02/12 SHT OF 5.3A OA 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM £ 150 AMP 2 PVC WITH 131 I KITCHEN _. (3) #2/0 THHN / PANEL - _ ALUMINUM 1@= I R �0- + %TCHIEN\ O - 150 MP I �� �.� DICING 2/0 ALUMINUM-`/ LUMINUM DI S C. METER - SERVICE CABLE 4 - #4 COPPER MICROWAVE Sl 14 ABOVE — \ 0 GROUND PER NFPA 70 ° _ t6 PNTR ARTICLE 250: GROUNDING AND BONDING - - - - 111DERGROUND lL]_j'LEC _0 rf�7,111 IN PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER 0 J -BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT tt GATHERINIGI ROOM I I I / ❑ \ I 11 I I I I - �JT \ I SO TTZ�7___ 7R "\ FOYER \ 11, FIELD LOCATE / ELECTRIC PANEL GARAGE OUTLET FOR I GARAGE DOOR 15 OPENER I I I I I I I I I I I FIRST FLOOR 1/4„ = 1'-0„ I I\ I fO CH C� 1 ELECTRIC METER IN NIC E ELECTRICAL 1/4" = 1'-0" 3" MAX. BETWEEN TRIM AND SWITCH C/L- _ TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES O AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. O4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F O DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A. F. F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES, MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, G DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT V-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER ELECTRICAL GENERAL ELECTRICAL NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE. 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS, 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. ELEGENO.dwq EXHAUST VENT NOTE: OIJLJL09 1. ALL LXHAUST FANS SHALL BE VFNTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C: CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON ARLA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINACION UNI IS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL. 1 25V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC- I-AUI_T CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USF UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. EI_ECTRICAI DESIGN SHAI_I_ COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co W � SMOKE DETECTOR COMBO EXAUST FAN O z SMOKE DETECTOR 2p WALL MOUNTED ~ z LIGHT FIXTURE c�> SWITCH $ W 12 J O~w CEILING MOUNTED 2 W 3 -WAY SWITCI1 $3 LIGHT FIXTURE (A 4- WAY SWITCH $4 RECESSED CAN LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR CL J ♦-- DESIGN I PROOF FIXTURE QUADRA 110 V OUTLET CHECKED TJF DWG.No. Q SCALE AS NOTED DATE 07/16/12 FLOODLIGHT \ SWITCHED OUTLET GFI OUTI__ET�`�� FLOURLSCENT Q LIGHT CEILING MOUNT ED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK, � FUTURE FAN �j J PHONE JACK T. ELEC. SERVICE PANEL SPEAKER PREWIRE spm CODE S17ED J BOX o WITH BLANK COVER T W 0 O U V) 0 SHT 0F 5.4E W � U O z 2p ~ z W J c�> ~ W 12 J O~w 2 W W bi n (A U J M SHT 0F 5.4E W � O z 2p ~ z c�> Li O 12 J O~w 2 W U J M a Q O a. CL J ♦-- DESIGN I DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 SHT 0F 5.4E DOOR SCHEDULE W17 2050 SH WINDOW SCHEDULE SINGLE HUNC 24" 60" 24j" NOTES: 10.00 NO RANGE HOOD VENT (FBC-M150 3Z W21 1H4 SH BLOCK SINGLE HUNG 264" 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. FINISHED TEXTURED COATING PER BUILDERS 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH 63" LOW -E GLASS OR EQUAL WITH TPI/WTCA BCSI. (1/4') PANEL TYPE W23 1H6 SH BLOCK SINGLE HUNG 264" 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E W25 GLASS OR EQUAL 28" 44" 28j" 44j" 8.56 NO - - - - - 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL 52 MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 2450 SH FRAME SINGLE HUNG 28" 60" 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO YES W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" w 16.19 z O KITCHEN W53 == BLOCK a 3 37" o w E' 72" N YES 3'-0" W54 N_ FRAME _ U 27" O 27j" 47j" (7 w O 1 _ C7 ) FRAME w 0_ 36" Li m 36j" J 12.00 NO 0 z W57 3050 SH FRAME Z z 36" Z QLi 60 0 > Q _j W58 _, ¢ U cn Z SINGLE HUNG 3. 72" 36 72 w 0_ YES w w 0' 48x50 SH z Z O 50j" O O 16.88 0 8'-0" Q 0f Q � O SINGLE HUNG 0_ O 63" 48" � 21.00 z 0o c W93 J BLOCK W 48" F- 48j" 72" 24.00 CO W95 F0 FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO r7lao W97 4050 SH FRAME SINGLE HUNG 48" 60" LLJ Lirw 50j" 20.00 YES 2'-2" 6'-8" 1 NICHE & CEILING BETWEEN GARAGE AND LIVIPJG INTERIOR DOOR 8' CLG. TYP. T © 2'-2" 8'-0" SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DRYWALL ON WALL BETWEEN LIVING SPACE DOOR SCHEDULE W17 2050 SH FRAME SINGLE HUNC 24" 60" 24j" 60j" 10.00 NO RANGE HOOD VENT (FBC-M150 3Z W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO FINISHED TEXTURED COATING PER BUILDERS W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 274" 53j" 11.59 NO WITH TPI/WTCA BCSI. (1/4') PANEL TYPE W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27" 72" 13.25 NO _ 3 W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO - - - - - W26 2444 SH FRAME SINGLE HUNG 28" 52" 28" 52 10.11 NO c9 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28" 60 11.67 NO to W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 508" 13.01 NO YES W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES KITCHEN W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 3'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 1 W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48 12.00 NO 45 MIN. W57 3050 SH FRAME SINGLE HUNG 36" 60" 36 60 15.00 YES INTERIOR DOOR 8' CLG. TYP. W58 3060 SH FRAME SINGLE HUNG 36" 72" 36 72 18.00 YES O W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48" 50" 16.88 NO 8'-0" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48" 63" 21.00 YES 0o c W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO r7lao W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 50j" 20.00 YES 2'-2" 6'-8" 1 NICHE & CEILING BETWEEN GARAGE AND LIVIPJG INTERIOR DOOR 8' CLG. TYP. T © 2'-2" 8'-0" SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN, R-11 IN WALLS AND INTERIOR DOOR 9' CLG. TYP. FLOORS w/ CONDITIONED SPACE ABOVE. TAPE O 1'-6" 6'-8" 1 38"X TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC INTERIOR DOOR 8' CLG. TYP. - FOR C.M.U. WALLS, ALL DIMENSIONS 1'-6" 8'-0" 1 DOOR FROM GARAGE TO HOUSE 10 q� INSIDE STRAPPING W/ DRYWALL AND 72"RECESS INTERIOR DOOR 9' CLG. TYP. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER - ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M150 3Z 6080 PATIO DOOR -IN 00 EQUIPPED WITH BACK DRAFT DAMPER. w U MICROWAVES LOCATED ABOVE A COOKING 11 TILE - - N S SUBFLOOR AND FLOOR TRUSS 3/4" T&G SUB -FLOOR ON 16 FINISHED TEXTURED COATING PER BUILDERS PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 > PAN UN EI GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 &APPROVED PTL IUPPERS WASHER WITH TPI/WTCA BCSI. (1/4') PANEL TYPE w _ D: Q m ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE _% 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Q 0 _ 3 IS LESS THAN 3'-0" J w m OPT. TUB --- cn z O 0 w U' z SEE DRAWINGS BINET - - - - - STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO 0 ~ Q O .`IC z Q Of2 O o c9 Z U Q 0L,jbi ,���5 -__ U (n O l W = to 0' Li cavil zz 20 ROOF CONSTRUCTION O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS MFR FOR 1A 2'-8" 8'-0" 1 R4 �, N II D KITCHEN 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS - 1C 3'-0" 6'-8" 1 R4 I QU o ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED "- TEMP GLASS FRENCH 18 LT 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE O 2'-8" 6'-8" 1" FOLLOWS OPENING = 20" MIN. TREAD = 10" INTERIOR DOOR 8' CLG. TYP. MAX. NOSING= 1 1/4" o 2'-8" 8'-0" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE INTERIOR DOOR 9' CLG. TYP. o m O 2'-6" 6'-8" 1 77„ 1 -9" 3'-2" $ 12" FROM INSIDE EDGE INTERIOR DOOR 8' CLG. TYP. MIN. WINDER READ MEASURED = 6° INSTALL APPROVED CORROSION RESISTANT FLASHING AT 2'-6" 8'-0" 1 SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH INTERIOR DOOR 9' CLG. TYP. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR ® 2'-4" 6'-8" 1 0o c 3A� MAX. STAIR HANDRAIL HEIGHT= 38" INTERIOR DOOR 8' CLG. TYP. MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 2'-4" 8'-0" 1 UM 4.) MAXIMUMER TOLERANCE MTOLANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. INTERIOR DOOR 9' CLG. TYP. MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR O 2'-0" 6'-8" 1 -I-- --1 I I -- -_ INTERIOR DOOR 8' CLG. TYP. r7lao SECTION 402 COMPLIANCE 2'-0" 8'-0" 1 - - - SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC INTERIOR DOOR 9' CLG. TYP. - - - © 2'-2" 6'-8" 1 NICHE & CEILING BETWEEN GARAGE AND LIVIPJG INTERIOR DOOR 8' CLG. TYP. T © 2'-2" 8'-0" 1 DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN, R-11 IN WALLS AND INTERIOR DOOR 9' CLG. TYP. FLOORS w/ CONDITIONED SPACE ABOVE. TAPE O 1'-6" 6'-8" 1 38"X TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC INTERIOR DOOR 8' CLG. TYP. - FOR C.M.U. WALLS, ALL DIMENSIONS 1'-6" 8'-0" 1 DOOR FROM GARAGE TO HOUSE 10 q� INSIDE STRAPPING W/ DRYWALL AND 72"RECESS INTERIOR DOOR 9' CLG. TYP. I CEMENTIT/OUS FINISH. - FOR EXTERIOR STUD WALLS, ALL 11 PRECAST CONCRETE STEP OR WOOD STEP G DIMENSIONS ARE MEASURED FROM (WHERE NOT EXPOSED TO WEATHER) MAX. (n 11" 5-6ib 5'-4" I, ---- 1T, 8„ 5'-0„ fi e 10'-0"x 8'-0" CONCRETE - (-)0'-4" 3p 2 IA O Q O > U 0. 0- z PINW 0-0 J Q I o- " 1 8'4" RAISED - - AULTE4 EILING TI E T 1 I I 3,_5 21" cD - MIRROR IN TC_ p O [E�ROPPED TWH ) CEILING N" (7'-4" HIGH CEILING) �t PROVIDE I N PAN -� UNDER H WT _ I SIN I SH TTER a' I DET IL 00 I SEE SHT 5.2 GATHERING ROOM CARPET 12'-771, (--)0'-4„ OGARAGE I - o I I I I I I III I TIN � SII I LINE OF FLOOR ABOVE 1 I I '-4 1 2'- 4" A 16'0"x7'0" O.H. DOOR 16'-0" 18'-8" 11111111 III 1 I��) III 1 1 1/4" = 1'-0" ELECTRIC PANEL LOC. SEE SHT E5.1 '-4 W52 W52 W52 LECTIC ME ER NI HE tis 10 1 00 I kn i� 00 I LO LINE OF SINTHETIC STONE WAINSCOT 20'-113 -5 "11'-7 " 5 104„ c Qz Q 0) 3: J U I wof a 51 a- OwJ O O Q �. Of >- J -I z D � CO 7942 OO LwNN Q 10 TEMPERED GLASS 71 SOAKER TUB 60"x36"x20"--11 13'-10" 4 _,OASIS MASTER SUITE TEMPREDCARPET G ASS SHWEIR ENCLOSURE 3'-2j" 9' HIGH COFFER" HIGH HALF WALL O or 4 T C SIN � I I 68" I 0" r1A "3'-g>,V TED "T OR 2668 BI-FoLD - -F. A. ; 14 2-11" IN ,„ Ln 2 _2 >, 4-7 z 2668 i- p 7 z BI -FOLD m - ac - - 0 DN to L 17R NN 5�. UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP D i 6'-9„ T C 3,_3>, ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, ti W91 N - ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M150 3Z 6080 PATIO DOOR -IN 00 EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING 11 TILE - - N S SUBFLOOR AND FLOOR TRUSS 3/4" T&G SUB -FLOOR ON 16 FINISHED TEXTURED COATING PER BUILDERS PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 - - W I PAN UN EI GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 &APPROVED PTL IUPPERS WASHER WITH TPI/WTCA BCSI. (1/4') PANEL TYPE 2 - _ D: Q m ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE _% 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Q RATING OF 1 HOUR WHERE LIMITING DISTANCE _ 3 IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH2 OPT. TUB --- WALL 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 L COAT CEMENTITIOUS APPLICATION, 8" NOM. SEE DRAWINGS BINET - - - - - STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO 0 LAUNTRY � RATING. PARTY WALL TO HAVE 1 1/2" P.T. .`IC C BLOCK. FI -FOIL AA -2 VAPOR SHIELD O REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 -HOUR SHAFT LINER SYSTEM PARTY WALL N Y J U Q ,���5 -__ T RATED CONTINUOUS FROM TOP OF MASONRY z z l SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 OBEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. U373 AND INSTALLED PER MANUFACTURERS BY CABIN CABINET 8' CEILING J 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER ; " `� II- - - GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM MFR FOR 5'-2�" gym} DINING ROOM ROOF VENTILATION �, N II D KITCHEN WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS KITCHEN CAB N > ~ � CARPET 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH - I� II r - TILE INTERIOR STAIRS -SITE BUILT FBC 2010 ELEVATIONS I QU o 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) _ _ (FBC-R310) ST STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED "- o z0 0' U 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED 11'-51j„ DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. 8,_73„ MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF 2 RIPPED WINDOW = 5.7 Sq. Ft. J 0 0 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DATE OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS A FOLLOWS OPENING = 20" MIN. TREAD = 10" I-- >_ MAX. NOSING= 1 1/4" o MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS o m MIN. STAIR WIDTH = 3'-0" I MIN. CLEAR STAIR WIDTH = 31 1/2" 77„ 1 -9" 3'-2" $ 12" FROM INSIDE EDGE (FBC-R612.2) MIN. WINDER READ MEASURED = 6° INSTALL APPROVED CORROSION RESISTANT FLASHING AT z M ui B LO 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 HAND RAIL FB R311 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR - . 2010 7 7 7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 0o c 3A� MAX. STAIR HANDRAIL HEIGHT= 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 R._� FINISHED RAILING WITH PICKETS SPACED UM 4.) MAXIMUMER TOLERANCE MTOLANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR SPECIFICATIONS. HANDRAILS TO TERMINATE A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" TO WALL OR NEWEL POST PER FBC - -I-- --1 I I -- -_ � r7lao SECTION 402 COMPLIANCE FURNITURE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING - - - SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, - - - SKYLIGHT, RAISED COFFERED CEILING. IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM `n NICHE & CEILING BETWEEN GARAGE AND LIVIPJG THE WINDOW UNTIL FINAL ENERGY INSPECTION. T 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 38"X TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF -� DOOR FROM GARAGE TO HOUSE 10 q� INSIDE STRAPPING W/ DRYWALL AND 72"RECESS EXTERIOR FINISH FOR SIDING OR I CEMENTIT/OUS FINISH. - FOR EXTERIOR STUD WALLS, ALL 11 PRECAST CONCRETE STEP OR WOOD STEP G DIMENSIONS ARE MEASURED FROM (WHERE NOT EXPOSED TO WEATHER) MAX. (n 11" 5-6ib FACE OF EXTERIOR SHEA THING. E1 CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. - 2" DEEP - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT I DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' FACE OF STUD TO FACE OF STUD. X - SQUARE FOOTAGE CALCULAT/ONS ARE 13 ATTICC MEASURED TO EXTERIOR SURFACE OF P 4'-11 " STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X VERT. HEIGHT. ALLOW HEADROOM IN , OR SIDING (PER ELEVATION) AS OUTLINED ATTIC IC AT HATCH LOCATION. (RR-- 30) RIGID IN AMERICAN NATIONAL STANDARDS INSULATION BACKING. INSTITUTE INC, (ANSI 2765-2003 iv 1 w Cf) 3q" R_ 0_ FOYERN o TILE 1 C 3'-8" o I Z 18 LI TE PORCH I 0 `n FRENCH w _j TFMP O Q O > U 0. 0- z PINW 0-0 J Q I o- " 1 8'4" RAISED - - AULTE4 EILING TI E T 1 I I 3,_5 21" cD - MIRROR IN TC_ p O [E�ROPPED TWH ) CEILING N" (7'-4" HIGH CEILING) �t PROVIDE I N PAN -� UNDER H WT _ I SIN I SH TTER a' I DET IL 00 I SEE SHT 5.2 GATHERING ROOM CARPET 12'-771, (--)0'-4„ OGARAGE I - o I I I I I I III I TIN � SII I LINE OF FLOOR ABOVE 1 I I '-4 1 2'- 4" A 16'0"x7'0" O.H. DOOR 16'-0" 18'-8" 11111111 III 1 I��) III 1 1 1/4" = 1'-0" ELECTRIC PANEL LOC. SEE SHT E5.1 '-4 W52 W52 W52 LECTIC ME ER NI HE tis 10 1 00 I kn i� 00 I LO LINE OF SINTHETIC STONE WAINSCOT 20'-113 -5 "11'-7 " 5 104„ c Qz Q 0) 3: J U I wof a 51 a- OwJ O O Q �. Of >- J -I z D � CO 7942 OO LwNN Q 10 TEMPERED GLASS 71 SOAKER TUB 60"x36"x20"--11 13'-10" 4 _,OASIS MASTER SUITE TEMPREDCARPET G ASS SHWEIR ENCLOSURE 3'-2j" 9' HIGH COFFER" HIGH HALF WALL O or 4 T C SIN � I I 68" I 0" r1A "3'-g>,V TED "T OR 2668 BI-FoLD - -F. A. ; 14 2-11" IN ,„ Ln 2 _2 >, 4-7 z 2668 i- p 7 z BI -FOLD m - ac - - 0 DN to L 17R NN 5�. UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP D i 6'-9„ T C 3,_3>, ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 20 MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND - ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M150 3Z - - - LAUNDRY -IN 00 EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING TILE - - PR OVIIPE S SUBFLOOR AND FLOOR TRUSS 3/4" T&G SUB -FLOOR ON 16 FINISHED TEXTURED COATING PER BUILDERS PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 - - W I PAN UN EI GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 &APPROVED PTL IUPPERS WASHER WITH TPI/WTCA BCSI. (1/4') PANEL TYPE 2 - _ 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE _% 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Q RATING OF 1 HOUR WHERE LIMITING DISTANCE _ 3 IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH2 OPT. TUB & OPT. WALL 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. BASE C BINET - - - - - STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO 0 LAUNTRY BO RATING. PARTY WALL TO HAVE 1 1/2" P.T. .`IC C BLOCK. FI -FOIL AA -2 VAPOR SHIELD O REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 -HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY I I LO W. I. C. I INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 OBEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. U373 AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. 8' CEILING 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. NON-BEARING PARTITIONS TO BE 2x4 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. 9' CEILING GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR 5'-2�" 3'-1�" 3 I W57 W.I.C. O c --� m LL_ DBLE. HANGING BEDROOM 3 CARPET V) w C� 1' 5'-9 w W57 2-2068 FO BATH BATH TILE 9'-1" 44" 21 4'-8" I �O I- F wLi cT CL BEDROOM 2 CARPET J 9' CEILING Q vrn rn EGRESS EGRESS EGRESS �0 1 36"X62" 36'X62" 36'X62" A CHED ARCHED A CHED ROOF BELOW 3'-5" �, 3'-6 �. 3'-6" 3_5„ 2'-44" 13'-10 - 4'-9" SE u"ND FLOOR PLAN 3'-6" 1'-144„ 4„ 2,_0„ t DRYWALL O KNEE N 1 )KITCHEN \JL CI 1ICU DDCAVCACT MAM e�rnT�r..i 1/4" = 1' - 0" 5'-6" E FOYER CURVED ARCH I 0 ROUNDED NER BEAD ROUND BASE RD CONSTRUCTION NOTES (Unless Otherwise Note ELEV. 'B' 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 & O ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 5 SHELVES FOR 9' CEILING MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 13 SF ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING RANGE HOOD VENT (FBC-M150 3Z JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING APPLINCE SHALL COMPLY WITH UL923 O FRAME WALL CONSTRUCTION CTION 4 1 CEMENTITIOUS FINISH S SUBFLOOR AND FLOOR TRUSS 3/4" T&G SUB -FLOOR ON 16 FINISHED TEXTURED COATING PER BUILDERS PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MAN ( MANUFACTURER. SEE STRUCTURAL ENGINEERSF GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS sig 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE Q RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH2 HOUR MASONRY PARTY FINISHED TEXTURE COATING PER BUILDERS WALL 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD O REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 -HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 3 OBEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. U373 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. NON-BEARING PARTITIONS TO BE 2x4 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. SPF#2 OR 2x6 SPF#2 ® 24" O.C. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 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 APPROVED HOUSE WRAP, FINISHED SOFFIT VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS O ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND � aoC 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH - TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENER81L NOTES• 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1.) 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-R310) ST STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. 905/117 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF 2 RIPPED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DATE OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MIN. TREAD = 10" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING= 1 1/4" = 44" ABOVE FLOOR MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3.) FLASHING SEALANTS AND WEATHERSTRIPPING 12" FROM INSIDE EDGE (FBC-R612.2) MIN. WINDER READ MEASURED = 6° INSTALL APPROVED CORROSION RESISTANT FLASHING AT AT ANY POINT 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 HAND RAIL FB R311 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR - . 2010 7 7 7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT= 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED UM 4.) MAXIMUMER TOLERANCE MTOLANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR SPECIFICATIONS. HANDRAILS TO TERMINATE A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" TO WALL OR NEWEL POST PER FBC IN WIDTH R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE gO WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED SKYLIGHT, RAISED COFFERED CEILING. IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON & CEILING BETWEEN GARAGE AND LIVIPJG THE WINDOW UNTIL FINAL ENERGY INSPECTION. OWALL 9 SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN, R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE 10 q� INSIDE STRAPPING W/ DRYWALL AND DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE WEATHERSTRIPPING. CEMENTIT/OUS FINISH. - FOR EXTERIOR STUD WALLS, ALL 11 PRECAST CONCRETE STEP OR WOOD STEP G DIMENSIONS ARE MEASURED FROM (WHERE NOT EXPOSED TO WEATHER) MAX. /NS/DE FACE OF STUD TO OUTS/DE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING) 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULAT/ONS ARE 13 ATTICC MEASURED TO EXTERIOR SURFACE OF ATTIC ACCESSS HATCH 2 22"22 x30" WITH WEATHER CEMENTITIOUS FINISH MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X VERT. HEIGHT. ALLOW HEADROOM IN , OR SIDING (PER ELEVATION) AS OUTLINED ATTIC IC AT HATCH LOCATION. (RR-- 30) RIGID IN AMERICAN NATIONAL STANDARDS INSULATION BACKING. INSTITUTE INC, (ANSI 2765-2003 AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA 1588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF Ld Q 0 `��� �o s• eggs: ; �IN Lu ®L' I O W CY �, W o:Q__�IQ z r �11193 U_ • `•� Cm Go see %0//�Ar `�`� 0 I O 1 Q Z E- C;d0-4 �Ztn �uE N PQ CJ � z E- E''Z LiJ 0 L)O��x v� F- �w� Ea F- 0 o0wC¢ L,J L,J Fn m W C L Op Q �jz Ld J 12 � LLJ O W Y o F->- QLu U :2JCfl � aoC - CL � J F- DESIGNDRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 - I rt 0 rl z ^I � 2x4 FRAMING AT LANDING w/ PT BOTTOM PLATE TOP OF PLATE TOP OF PLATE TOP OF WINDOW i 00 TOP OR PLATE FIN. SECOND FLOOR (2) 2x8 f RAMING AT LANDI G 5/8" TYFE "X" GYjr BD. UNDER STAIRSrnPOWDER y WH GAR GE FIN. GROUND FLOOR MIT 16" OPEN WEB TRUSSES W/ SLAB ON GRADE FIN. SECOND FLO, TOP OF WINDC FIN. GROUND FLOOR SLS FIN. GRA[ U/S OF FOOTIN I I I I I � II II II II II II OF CONVENTIONAL I I ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. � I Q I I RISER DIAGRAM 0 0 —. HEADROOM�1 �. CLEARANCE �� L �zE-'N� C/)� FOR HANDRAILS O a<4 �:)w� 006 V) I� i I s2b STAIRWELL �JHEADROOM CLEARANCE 161T OPEN _ �x4 FRAMING AT LANDING w/ PT BOTTOM PLATE I STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS ® 7 9/16" EACH = 10'-8-3/4" ACTUAL 16 TREADS ® 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8-3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS ( B )s TAIR SECTION 1 4 = 1'-O„ I. _)a J I /-\IKVVLLL HEADROOM CLEARANCE A,BUILDING SECTION �� iia., _ 19_099 N Lum VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT > PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR ='r 'i 2" 2': [.nICr'.IVR `L VVAT) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL DEVICES. Li Q PLUM13"'ING' RISER DIAGRAM N.T.S. PLAN MAY BE MIRROR IMAGE W Q O V) Ldz Li Q z E- C/) ^ Z0 0 0 —. C1 zO�Q�e�D � n-oE-,z �. ►-��oz�-4o �zE-'N� C/)� a<4 �:)w� V) O 1 W J : Cn� x 0. I— 0 O0w�� 2wl U W Q O a- -J F - DESIGN QUADRA 72m V) Ldz Li Q z E- C/) ^ Z0 0 <I <I 0 —. C1 zO�Q�e�D � n-oE-,z �. ►-��oz�-4o �zE-'N� C/)� a<4 �:)w� V) O 1 W J : Cn� x 0. I— 0 O0w�� 2wl 72m CHECKEDTJF DWG.No. DRAWN AT/TJF JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 6.3A V) Ldz 00 zQ 0 w 1 : W 0 2wl Q O a- -J F - DESIGN QUADRA CHECKEDTJF DWG.No. DRAWN AT/TJF JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 6.3A 2" PVC OFFSET-\ WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINU DIC. SERVICE CABLE - 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC-, r I I I I I I I I I I I I SII I� I I I _J 3A .) 3 3 7 Ir IID I�- —6 t= J / \ > / F R- --- 3AF-4 I J � I I P I 17R I I I I \I I - I _.� I I \ 7 14 5r TWH )O\ mi X11 FIELD \ LOCATE \ ELECTRIC ELECT IC PANEL METER IN \ NICHE 1 I I I I I I I I FIRST FLOOR- ELECTRICAL 1/4» _ 19_0„ FLOOR ELECTRICAL 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELEGEND.dwg EXHAUST VENT NOTE: OIJUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS N01ED ON PLANS 2, DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION 20 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. \4 RANGE CONNECTION OMICROWAVE/ HOOD CONNECTION. MOUNT AT 76" A.F.F \6 DISHWASHER CONNECTION. OSWITCHED GARBAGE DISPOSAL CONNECTION UNDER COUNTER. OWASHER CONNECTION. MOUNT AT 48" A.F.F ODRYER CONNECTION. MOUNT AT 48" A.F.F. 10 CONNECT SMOKE DETECTOR AND COMBINATION CARBON MONOXIDE SENSOR/ SMOKE DETECTOR AHEAD OF ALL SWITCHING AND GFI DEVICES. MAINTAIN 36" CLEARANCE FROM HVAC SUPPLY GRILLS. TIE ALL DETECTORS TOGETHER SO THAT AN ALARM IN ANY ONE DETECTOR WILL CAUSE ALL DETECTORS IN THAT UNIT TO SOUND. 11 J BOX FOR COLLECTION OF TELEPHONE, DATA AND TELEVISION WIRING FROM OUTLETS WITHIN THE UNIT. 12 MOUNT 1'-0" BELOW COUNTERTOP TO CENTER OF OUTLET 13 LIGHT AND RECEPTACLE IN ATTIC 14 PROVIDE FAN RATED BRACED J BOX WITH BLANK COVER FOR FUTURE PADDLE FAN AND LIGHT 15 CEILING MOUNT OUTLET FOR GARAGE DOOR OPENER I S 6 D 7 W S R 8 A w I - GENERAL ELECTRICAL 0 NOTES: 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN NTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY APPLIANCES FREEZER, VENT EQUIPMENT, 5. SUBCONTRACTOR TO N VOT G MROUPED CARBON MONOXIDE © JUNCHON BOX WALL JO - DETECTOR SMOKE DETECTOR Q TV JACK TU CARBON MONOXIDE/ PHONE JACK REQUIREMENTS. z � 00 SPEAKER PREWIRE SPM- SINGLE POLE SW11CH 2. ELECTRIC METERS SHALL BE IN 770 EXAUST FAN/ � /v)/ 3 -WAY SWITCH $3 VON -OFFENSIVE LOCATIONS WHEN VIEWED FROM 4 -WAY SWITCH $4 LXAUST FAN DIMMER SWITCH $d WALL MOUNTED -RONT OR REAR OF THE BUIL DINGS. LIGHT FIXTURE LdJ DUPLEX OUTLET CEILING MOUNTED i. PANEL BOX SHALL BE SIZED TO LIGHT FIXTURE :2 QUAD OUTLET W 0 ACCOMMODATE ALL CALCULATED LOADS AND RECESSED CAN SWITCHED OUTLET =wI LIGHT FIXTURE GFI OUTLET ISO= SHALL PROVIDE FOR A MINIMUM OF FOUR Y PROOF FIXTURE GF'I OUTLET FLOURLSCENT >PARES. Z ABOVE COUNTER LIGHT CEILING C� SINGLE DEDICATED ED- MOUNTED 220 V OUTLET DIRECT WIRE X BRACE k PROVIDE SERVICE AS REQUIRED FOR ALL ~ & L JUNCTION BOX CIG Q PRE -WIRE FOR J ELEC. SERVICE :2 AND EQUIPMENT (I.E. REFRIGERATOR, �-- PANEL DESIGN & LIGHT A/C DISCONNECT DISH WASHER, DISPOSAL, COOK TOP, HOOD, OVEN, WASHER, DRYER, HVAC ALARM PANEL, WATER HEATER, ETC,) U cn GENERAL CONTRACTOR AND ELECTRICAL w SHALL "WALK THROUGH" PRIOR INSTALLATION AND VERIFY THAT DESIGN NTENT IS MAINTAINED. NOTIFY CONTRACTOR HOULD ANY CONFLICT ARISE. . SWITCHES SHALL BE LOCATED CLOSE TO, BUT INTERSECTING ANY DOOR/WINDOW TRIM. ERIFY TRIM SIZE AND SELECTION IN ALL CASES. SWITCHES SHALL ALIGN AND BE OUNTED AS CLOSE AS POSSIBLE. SEE IAGRAMS, THIS SHEET. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR ATER CONDITIONS (I.E. VANITIES, SINKS, TUB, HOWER, ETC.) SHALL BE G.F.I. TYPE AS EQUIRED BY CODE. . LIGHT FIXTURES SHALL BE LOCATED AS CLOSE S POS SIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72, 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE,:, 15 AND 20 AMPI RE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECIED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UI. LISTED SUPPORT BOX FOR ALL FAN PREWIRES. -/.ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE © JUNCHON BOX WALL JO - DETECTOR SMOKE DETECTOR Q TV JACK TU CARBON MONOXIDE/ PHONE JACK SMOKE DETECTOR z � 00 SPEAKER PREWIRE SPM- SINGLE POLE SW11CH nn L� 770 EXAUST FAN/ � /v)/ 3 -WAY SWITCH $3 LIGHT COMBO 4 -WAY SWITCH $4 LXAUST FAN DIMMER SWITCH $d WALL MOUNTED LIGHT FIXTURE LdJ DUPLEX OUTLET CEILING MOUNTED LIGHT FIXTURE :2 QUAD OUTLET W 0 RECESSED CAN SWITCHED OUTLET =wI LIGHT FIXTURE GFI OUTLET ISO= RECESSED VAPORQ Y PROOF FIXTURE GF'I OUTLET FLOURLSCENT ABOVE COUNTER LIGHT CEILING C� SINGLE DEDICATED ED- MOUNTED 220 V OUTLET DIRECT WIRE X BRACE & L JUNCTION BOX CIG Q PRE -WIRE FOR J ELEC. SERVICE :2 FUTURE FAN �-- PANEL DESIGN & LIGHT A/C DISCONNECT CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 6.4E m z � 00 W nn L� 770 CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 6.4E m z 00 za LdJ W :2 1.- W 0 =wI Y = = L Q0CL a- :2 J �-- DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 6.4E GENERAL NOTES FLOOR FRAMING PLAN DESIGN REQUIREMENTS ROOF FRAMING PLAN 1 DESIGN LIVE LOADS (MINIMUM): LINTEL PLAN AFLOORS - 40 PSF FOUNDATION DETAILS B BALCONIES - 60 PSF GENERAL DETAILS C DECKS - 40 PSF GENERAL DETAILS D STAIRS - 40 PSF GENERAL DETAILS E ROOFS - 20 PSF + 33.7 - 36.7 WIND DESIGN LOAD INFORMATION - + 31.6 (PER FBC 2010, REF. ASCE 7-10) DOORS 1. ULTIMATE DESIGN WIND SPEED (VULT) = 140 MPH 2. NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH BUILDING CATEGORY = II DOORS (12'x8') 3. WIND EXPOSURE (ALL SIDES) = B - 30.0 4. INTERNAL PRESSURE COEFFICIENTS + 18.5 ENCLOSED BUILDINGS = +/- 0.18 GARAGE DOOR 5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR WALL LOCATIONS: -48 PSF, +36 PSF FOR ROOF LOCATIONS: -42 PSF, +33 PSF 6. CONSTRUCTION TYPE 5 B REF. STANDARD ASCE 7-10 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 LAW ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/in' U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1 • WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON 6. fh0§ 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 SPLIC . HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND. 2. STRAPS /CONNECTOR SUBSTITUTION MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S 4. METAL STUD SUBSTITUTION METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1 /2" ALL THREAD w/ WASHERS MAY BE USED ILO 1(,2" J -BOLTS w/ WASHERS. DRILL & EPDXY w/ SIMPSON SET EPDXY CSD 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 7. MORTAR JOINTS - FOR BED JOINTS 1/2" TO 1 ", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQUIRED) - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE EPDXIED INTO TIE BEAM OR FOOTING 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQUIRED. POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT THE ENGINEER OF RECORD FOR APPLICABLE REPAIRS. IorIlFwl 6 UNIT BUI DINOU BUILDING 15 Tr INDEX OF DRAWINGS S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FLOOR FRAMING PLAN S5 ROOF FRAMING PLAN S6 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS DESIGN FRESSURES OPENING TYPE END ZONE MID ZONE ZONE e, ZONE 4 wINDOUS + 35.3 + 35.3 - 47.2 - 38.2 ENTRY DOORS + 33.7 - 44.0 + 33.7 - 36.7 SLIDING GLASS + 31.6 + 31.6 DOORS 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'x8') - 36.7 - 30.0 S1.011 x 7'-0" + 18.5 + 18.5 GARAGE DOOR - 20.9 - 20.9 16'-0" x '1'-0" + 17.7 + 17.7 GAR14GE DOOR - 19.7 - 19.7 MINIMUM DE51GN PRESSURES BASED ON: REF. STANDARD ASCE 7-10 WIND SPEED (VULT) (3 SEC. GUST) 140 mph. EXPOSURE CATEGORY 15 BUILDING TYPE ENCLOSED Y Ld Q 0 0 fY U W W CC LiV 04 �•u, ' U. 6tiz i v W cy W �a o- 0 Z Z U . ' ,'• ~ v: J W z �. t` Z z VI 0 E z L) P A m Q Z wil E-4 oza o Z w W W dLT4E U ao 0-4 x ~ N LLJW o N 0 (.O W I Z 1-- cn�-0 W 0 s 0 Lo E-� J boa z w Q 0F -U- Q �C-im DESIGN 7�DRAWN C FG LA A CHECKED � CFG DWG.No. 2113708 JOB No. SCALE AS NOTED DATE 08/14/12 si SHT COLUMN SCHEDULE A,> 1 (2) 2x4 SYP #2 BUILT UP STUD COLUMN q (3) 2x4 SYP #2 BUILT UP STUD COLUMN C,> I 4x4 PT SYP #2 COLUMN D� I (4) 2x4 SYP #2 BUILT UP STUD COLUMN E> 1 (2) 2x8 SYP #2 BUILT UP STUD COLUMN F > 1 (3) 2x6 SYP #2 BUILT UP STUD COLUMN HEADER SCHEDULE TAG HEADER FASTENERS (U.N.O.) OF JACK STUDS A. END OF HEADER SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY U.N.O. H2X6 (2) 2X6's w/ (6) 16d END NAIL KING HTT4 w 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK CONNECTION TO BE META -16 (U.N.O.) 1/2" SPACER STUD TO HDR 0 EA. END 1 H2X8 (2) 2X8's w/ (8) 16d END NAIL KING HUC210-2 F41 1/2" SPACER STUD TO HDR 0 EA. END 2 H2X10 (2) 2X10's w/ (10) 16d END NAIL KING MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY 1/2 SPACER STUD TO HDR 0 EA. END 2 7 (2) 2x12's w/ (10) 16d END NAIL KING H2X12 1/2 SPACER STUD TO HDR 0 EA. END 2 CONNECTOR LEGEND 1D (1) META16 FLOOR TRUSS TO CMU lm HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY SOLID IN FLOOR BETWEEN COLUMN AND CMU Z HTS16 11 HTT4 w 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK CONNECTION TO BE META -16 (U.N.O.) SOLID IN FLOOR BETWEEN COLUMNS F3 LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 F41 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 5/8" ALL THREAD, DRILL & EPDXY w/ w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY EPDXY MIN. 5" EMBED 7 (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING Z w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW a I HUC410 BEAM TO B/U COLUMN I 15 I HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED ILTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I Fig],I MSTC40 COLUMN ABOVE TO COLUMN BELOW IHU210-2 I 17, I SUL26, TRUSS TO LEDGER lst FLOOR FRAMINGX PLAN NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END TRUSS PER PL CONNE( PER PL (2) 2X 1/2" F INDICATES BEARING FRAME WALL 2x's 016" O.C. a5 (2) HTS16 TRUSS TO COLUMN OR TO HEADER lg SUR26, TRUSS TO LEDGER ' BEAM DETAIL 3/16"=1'-0" (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS 0 16" O.C. FLOOR SYSTEM AND CON. PER PLAN 2X4 PT LEDGER W/ 1/4"X4" TAPCONS 0 12" O.C. CMU WALL PER PLAN 3/4"=1'-0" 10 EYEBROW DETAIL FLUUKINV 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 CONV. FRAMED MEM. ONLY 2X6 FACIA 3/411211-011 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. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 0 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H2.5T U.N.O. ATTACH TRUSSES WITH AN 8" RAISED HEEL TO FRAME WALL WITH A MTS12 w/ (5) 10d NAILS INTO THE TOP PLATE AND (5) 10d x 1 1/2" NAILS INTO THE TRUSS TOP CHORD ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE OF THE WALL, U.N.O. SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 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 2X6 PT LEDGER W/ (2) 1 /4"X3-1 /2" SDS SCREWS 0 16" O.C.— FLOOR SYSTEM AND CON. PER PLAN 2X4 SCABBED TO TRUSS VERTICAL w/ (2) 10d 0 3" O.C. ATTACH 2X4 LEDGER TO SCAB w/(4) 10d NAILS (:D EYEBROW DETAIL 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 CONV. FRAMED MEM. ONLY 2X6 FACIA 3/4" s I' -oll Li.l Q Z _O n U 07 Lel D P as A � � W •� ti oz o J= cva z gi W 4Oii� = k+a _U c.� 0 of ixO J 3 � & a I Q Z �O V w z ~pWM AC6ZE Z — r - � �rz O Q ZOgAV)m 0 gzU t- Zd"'� x a W aao Li O o x C61 a F- O ~ F 0 C4 z 0 Uw LLJW �V) a V) IT— 0 (0 W r, LJI0I r V E�Z I (A':;�0 1-- 1 D w0 s 0~Lo = W J H Z Q _ Q CL �m DESIGN DRAWN CFG EA A v� CHECKED CFG DWG.N0' 2113708 a JOB No. SCALE AS NOTED DATE 08/14/12 S4 SHT c i E E E E E E, E E E c c E E E E E1 e0 -zmd FLOOR FRAMING PLAN CONNECTOR LEGEND rI (1) META16 FLOOR TRUSS TO CMU I0 HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK 2x4 SYP #2 SOLID IN FLOOR BETWEEN COLUMN AND CMU 2 HTS16 11 HTT4 w/ 5/8" ATR, TO INVERTED HTT16, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SYP 1/2" SPACER STUD TO HDR ® EA. END SOLID IN FLOOR BETWEEN COLUMNS R LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 #2 1/2" SPACER STUD TO HDR 0 EA. END 2 Rw/ LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 5/8" ALL THREAD, DRILL & EPDXY (10) 16d END NAIL KING BUILT UP STUD COLUMN w/SIMPSON SET13 STUD TO HDR 0 EA. END MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY H2X12 EPDXY MIN. 5" EMBED (10) 16d END NAIL KING UP STUD COLUMN O_[(3) (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING STUD TO HDR ® EA. END 2 #2 w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW DRILL & EPDXY w SIMPSON SET EPDXY R HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED R LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED 16 MSTC40 COLUMN ABOVE TO COLUMN BELOW OR HHU210-2 m SUL26, TRUSS TO LEDGER R (2) HTS16 TRUSS TO COLUMN OR TO HEADER Ig SUR26, TRUSS TO LEDGER 3/16"=1'-0" F7 HEADER SCHEDULE TAG HEADER FASTENERS (U.N.O.) OF JACK STUDS A. END OF HEADER 2x4 SYP #2 U.N.O. H2X6 (2) 2X6's w/ (6) 1 fid END NAIL KING 2x4 SYP 1/2" SPACER STUD TO HDR ® EA. END 1 H2X8 (2) 2X8's w/ (8) 16d END NAIL KING SYP #2 1/2" SPACER STUD TO HDR 0 EA. END 2 H2X10 (2) 2X1 O's w/ (10) 16d END NAIL KING BUILT UP STUD COLUMN 1/2 SPACER STUD TO HDR 0 EA. END 2 H2X12 (2) 2x12's w/ (10) 16d END NAIL KING UP STUD COLUMN O_[(3) 1/2" SPACER STUD TO HDR ® EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 016" O.C. (2) 2X8 LEDGER. ATTACH 1st PLY TO EACH WALL STUD WITH (4) 10d ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS ® 6' O.C. PER ROW, STAGGERED 3" TRUSS — PER PLAN CONNECTION PER PLAN (2) 2X10 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS ® 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 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 MTSM 1 6 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 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 HUCQ410-SDS (3 BEAM CONNECTION MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 3/4" = V-0" W H a z 0_ F -- CL U V) W 0 a+ w 't ci O ya I� N 04 o. . go � p_.. y NC W Me c a v �• Z .��� `�. •• Z�i % •''•• ••'• O `ems � rlha.lti► I I' � Z 3 J Z � Wz�o� Qu A 1-0 O M r - Z mz �rz <t z5Ato � z Li a�ooa c p oar z LLJO C) J J a- _� L.` E-+ o E" CtErm a w c r N �N 0 0 LO Li D c 0 � = cry� Z F- ° o cn�01 1 W 0 s 0~Un Q U Q J Z U-_ Z) � Q Q Iz:2-1 m DESIGN DRAWN CFG E,e, y CHECKED CFG DWG.No. 2113708 JOB No. a sca,LE AS NOTED DATE 08/14/12 S5 SHT COLUMN SCHEDULE O(2) 2x4 SYP #2 BUILT UP STUD COLUMN O(3) 2x4 SYP #2 BUILT UP STUD COLUMN OG 4x4 PT SYP #2 COLUMN O(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN O_[(3) 2x6 SYP #2 BUILT UP STUD COLUMN TRUSS — PER PLAN CONNECTION PER PLAN (2) 2X10 w/ 1/2" FLITCH ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES. ATTACH TO TRUSS BOTTOM CHORD WITH 8d NAILS ® 4" O.C. ALL EDGES AND IN THE FIELD. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 1/2" (MIN.) PLYWOOD OR 7/16 OSB (WITH SHINGLE) 5/8" (WITH TILE), FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. �" PLYWOOD OR 15/32" O.S.B. AND SHALL BE NAILED w/ (2) ROWS 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 MTSM 1 6 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 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 HUCQ410-SDS (3 BEAM CONNECTION MSTC40 BENT 900 HALF THE STRAP ON HEADER, HALF ON COLUMN. FILL ALL NAIL HOLES (3) 2x4 SYP #2 BUILT UP STUD COLUMN 3/4" = V-0" W H a z 0_ F -- CL U V) W 0 a+ w 't ci O ya I� N 04 o. . go � p_.. y NC W Me c a v �• Z .��� `�. •• Z�i % •''•• ••'• O `ems � rlha.lti► I I' � Z 3 J Z � Wz�o� Qu A 1-0 O M r - Z mz �rz <t z5Ato � z Li a�ooa c p oar z LLJO C) J J a- _� L.` E-+ o E" CtErm a w c r N �N 0 0 LO Li D c 0 � = cry� Z F- ° o cn�01 1 W 0 s 0~Un Q U Q J Z U-_ Z) � Q Q Iz:2-1 m DESIGN DRAWN CFG E,e, y CHECKED CFG DWG.No. 2113708 JOB No. a sca,LE AS NOTED DATE 08/14/12 S5 SHT LE L9Fib L9Plb LE L9Flb L9F16 LE L5Flb L9F16 Ll 9Flb> L� L�� L3FI6 Rbf14 #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. GROUT BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) LOADS QUALITY LISTED BELOW PRECAST CO., PRECAST LINTEL HAVE BEEN CALCULATED LOTT'S CONCRETE. LOAD TABLE OR COMPILED FROM #5 REBAR AT TOP W/(1)#5 TOP FOLLOWING APPROVED & BOTTOM) MAN. CAST—CRETE, W I— Q MIN. (1) REQ'D TYPE DESIGNATION RECESSED LINTELS—FILLED MARK MAX. CLR. OPENING 8" UNFILLED_ 8" DEEP 3069 3069 16" DEEP 6113 61138974 ° 1-1/2" CLEAR 32" DEEP 10000 10000 10000 MARKMAX. _10000 R1 F = FILLED W/ GROUT � _ -.�- 2'-2" 2231 U = UNFILLED R2 3'-4" 1425 R3 3'-6" 1320 5206 5206 1343 1217 2693 6113 3'-10" 2165 Q = ° C.M.U. 0 w °. 1006 860 710 570 488 416 354 315 1663 1651 1423 123.2 991 752 726 618 5365 53657342 aco x 10000 10000 LX FX 4'-0" 5'-0" --846--381 J _ . L7 L8 L9 L10 L11 60z 6036 8328 8360 8825 5681 6472 3486 6390 3486 6205 2781 4754 R7 6'-0" 693 R8 7'-0" 526 R9 8'-0" 415 - 2738 1568 1436 �, Z ° GROUT o 1436 L12 L1_3 L14 9'-10" 10'-8" 292 277 567 525 REBAR 2423 4006 2193 3552 - 11'-4" LINTEL MARK 11'-10" 255 471 #5 AT BOTTOM 1838 2883 L16 L17 L18 NOMINAL HEIGHT• 239 458 • OF LINTEL CAVITY 13'-4" • • 430 1002 1697 2630 14'-0" BOTTOM REINFORCING PROVIDED IN LINTEL 418 379 1234 1160 1779 2662 1660 2439 L19 14'-8" — 7-5/8"ACTUAL (VARIES) 16'-8" L7-5/8IACTUAL 288 950 1379 1997 8" NOMINAL WIDTH 18'-8" 19'-4" 0 8" NOMINAL WIDTH 750 1177 1676 _ 0 El LLE 598 UN -FILLED #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. GROUT BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) LOADS QUALITY LISTED BELOW PRECAST CO., PRECAST LINTEL HAVE BEEN CALCULATED LOTT'S CONCRETE. LOAD TABLE OR COMPILED FROM (COMPOSITE DATA FROM THE W/(1)#5 TOP FOLLOWING APPROVED & BOTTOM) MAN. CAST—CRETE, W I— Q STANDARD LINTELS RECESSED LINTELS—FILLED MARK MAX. CLR. OPENING 8" UNFILLED_ 8" DEEP 3069 3069 16" DEEP 6113 61138974 24" DEEP 8974 8974 8672 32" DEEP 10000 10000 10000 MARKMAX. _10000 R1 CLR. OPENING 3'-0" 6" DEEP 1691 14" DEEP 5206 L1 2'-2" 2231 L2 L3 L4 2'-10" 3'-4 1783 R2 3'-4" 1425 R3 3'-6" 1320 5206 5206 1343 1217 2693 6113 3'-10" 2165 6113 R4 3'-8" 1230 5206 L5 L6 4'-0" 4'-8" 5'-2' 5'-10" 6'-10" 1006 860 710 570 488 416 354 315 1663 1651 1423 123.2 991 752 726 618 5365 53657342 7342 10000 10000 R5 R6 4'-0" 5'-0" --846--381 1081 4567 0 L7 L8 L9 L10 L11 4360 3480 2661 1843 1843 1533 6036 8328 8360 8825 5681 6472 3486 6390 3486 6205 2781 4754 R7 6'-0" 693 R8 7'-0" 526 R9 8'-0" 415 - 2738 1568 1436 7'-8" 8'-8" R10 - 9—'O" 415 1436 L12 L1_3 L14 9'-10" 10'-8" 292 277 567 525 1366 __ 1254 2423 4006 2193 3552 - 11'-4" L15 11'-10" 255 471 1075 1838 2883 L16 L17 L18 12'-8" 239 458 1075 1838 2883 13'-4" 0 430 1002 1697 2630 14'-0" 0 418 379 1234 1160 1779 2662 1660 2439 L19 14'-8" — D L20 16'-8" 0 288 950 1379 1997 L21 L22 18'-8" 19'-4" 0 224 750 1177 1676 _ 0 180 598 1114 1468 L23 20'-8" 0 D 177 598 1024 1441 L24 21'-4" 164 550 981 1376 L25 23'-4" 0 129 450 824 1147 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. 1_3F12 = L3F8) LINTEL PLAN 3/16"=1'-0" GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE UNFILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. N. R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LXXFXX —Precast Lintel L3flb muj 0. V C a a W uj W V) 0 C> 0 54 L)W 0 CL sln .• - C' ewS— im O On j o Z Zo UJ ria ! N (. g Lu um c; i • `� ` v..� J '• n' �� CD Q 3 L• - W I 0 Z� (n 3. 0 Ld O J 0~Ln Q �JZ =o U — _jm IG [!DESN CHECKED DWG.No. JOB No. SCALE :;A DATE SHT Li w z'mCq - �zCh 0 Zo�"A� il m ��a z~ o H w U�p�o x Z�w�� O v � DRAWN CFG LA CFG 2113708 AS NOTED 08/14/12 h W I— Q Z O U (n Ld 0 a � j' 0. V C a a W uj W V) 0 C> 0 54 L)W 0 CL sln .• - C' ewS— im O On j o Z Zo UJ ria ! N (. g Lu um c; i • `� ` v..� J '• n' �� CD Q 3 L• - W I 0 Z� (n 3. 0 Ld O J 0~Ln Q �JZ =o U — _jm IG [!DESN CHECKED DWG.No. JOB No. SCALE :;A DATE SHT Li w z'mCq - �zCh 0 Zo�"A� il m ��a z~ o H w U�p�o x Z�w�� O v � DRAWN CFG LA CFG 2113708 AS NOTED 08/14/12 h w F_ Q 0 3/4" RECESS 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK 1/2" GYP. BD. EA. SIDE PER MFG , SLIDING SPECS GLASS DR. BARRIER W/ R-3 INSUL. 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK OF 2x IS 6 16" O.G. BETWEEN 3/4" P.T. VERTICAL II FURRING 6 24" O.G. I JrH BARRIER w/ R-3 INSUL. BETWEEN 3/4" P.T. VERTICAL i I 5P-4 (2x4) / SP -(o C2x�o) /5P-8 (2x8) o fff ° � ` LOPE lll �5 FROM FTG. TO TIE BEAM SPLICE TO FURRING 9 24 O.G. (1) "5 FROM FTG. TO 1/2" x �" WEDGE E ANCHORS b" FROM TOP 4 BOTTOM ° 4 d ° 3-1/2" CONC. SLAB I� BE MIN. 30" GROUT w/ FIBERMESH REINF. CELL SOLID I 3 1/2" CONC. SLAB I TIE BEAM SPLICE TO I BE MIN. 30" GROUT EA. END OF WALL AND a 32" O.C.PT. BOT. PLT. ° ° tl SILL F MED ON SITE OVER �o MIL. I VAPOR BARRIER I SHLUR. INTERIOR w/ FIBERMESH REINF. OVER 6 MIL CELL SOLID Q XP JOINT VAPOR BARRIER I e• i I I i • `• III -_III -III- 4 1/2" CASING d� p ' - _ _ _ _ _ _ �."° -I -III -I III GRADE I -III I ° 1 ° III III_ -III N • • � ° °•� -11 I -III-" . " ° ' < GRADE 111 °=1 I=1 1 -III- _III -III -I I i -i I •° a --III-I I I - __ ____ _ I I—III III=1 I —I — �' i -III-- III=III=III III=I � ( (2) *5 S CONT. —1 I -III ALUMINUM THRESHOLD 3-1/2" GONG. SLAB SLOPE - U -I- --_ — _— _- �, : Q ', ;III= -III (—III III— --1 1 W/ 3" MIN. CLEAR (2500 Ps.l.) w/ SILL FORMED ON SITE _ } III i I �_ (ox6 10/10 W.W.M. W � o III—I I (— = I I_ _ _ — _ � 811 811 III i I III- I� N - -_ _= I<I I _ A/G GHASE PVC SLEEVE t0 WHERE 2ND STORY OCCURS AND 6 MIL. VAPOR 3/4" RECESS BARRIER = =-III=III _ MONOLITHIC FOUNDATION' i I _ III- -III-III-- I I- CLEAN W/ (2) *5 DIA. RODS CONT. I I ISI (( ON CHAIRS 1 4 COMPACTED FILL _ _ _ i i III—III I i —I 11=1 I I III- 'i=I II II =1 II I I -III- `� _ =1 - I I III 1= I I—I BE TWIGS THE _ DIAMETER OF I -I I - -_ PROTECTED PIPE _-III III -III -III= I I I FTG SHALL BE 1 -8 WIDE " W/ (3)"5 BARS a tl d '; 4 ==A 95% STANDARD / 11 -III= I1 _�I1= III UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT PER �` d° ° DENSITY WHERE 2ND STORY OCCURS 1_011 (1) S CONT. KJ It REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. SPECS ° FTG SHALL BE I'-8" WIDE Lu/ (3) 05 BARS W/ 3" MIN. CLEAR EXP JOINT A A FOOTING SACT I ON W1 5L OCK NTS SHUJR FTGEXTERIOR h E TA I L NTS CH�45� L7 � T�4I� NTS � INT. �fi�'C� UJ�4� � �TC�. NTS � DOOR POURED 5 I L L 5 NTS � �` ••••.•��• • I/ ••• �i� •••�•y r- W_ , IW a a•i i ©Z 0 . .--4 J I/2" GYP. BD. EA. SIDE OF FILLED CELL yiJ 2x'S w 16" O.G. 1/2" J -BOLTS (o" FROM NON -LOAD I � BRC. WALL EA. END OF WALL AND SPACE 632" O.G. GARAGE 411 ® n, 3 I/2" GONG. SLAZ B I I ((o MIN. EMBED) NO 2 1/4" = cv n 8" CMU BLOCK 4 N I I WEDGE ANCHORS SP -4 (2x4) / SP -(o (2x�o) ALLOWED TOP VIEW 6 CORNER it J GRADE I I �+SPAGH STUD Q E PT BOT. PLT. TOP 4 BOTTOM II_ (1) M5 FROM FTG. TO 3 1/2" GONG. SLAB TIE BEAM SPLICE TO w O Uj V..4 O er - _ _ I II I � • s _- III-III=III=1 i=1 le I IT } I I C °. I :�� --a- • ---- GARAGE WALL BE MIN. 25" GROUT Lu/ FIBERMESH REINF. ((X �I CELL SOLID OVER 6 MIL. } I: ~ W W z v� A ~ c w cc -=1 i-III==I I L=i I I -III I -III ' I -III I i=l I I ISI I-1 � __ -d � �l •--- --- • . � � � � m z o� �3 w 152 ...� -1 --_•-_--____-_ - 8" x 8" THICKENED A ° "5'S 3 1/2 CONC. SLAB 411 m •° I •, Z U r q vi co Z 0 O m SLAB w/ (1) *5 CONT. (2) *5'5 CONT. C3) CONT. W/ 3" MIN. CLEAR 1011 1011 GRADE III •e -- III— D N W E"' m''' H Z''~ 4 W/ 3" MIN. CLEAR 811 811 - - �- _� 1.l -III -i i I -III -I I I-I—III-- UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT --III-III- I EI I -----III-� I 1=III=III=1 ISI I =1=� �� I I - Q Z w o d z REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS - 8 x 8 THICKENED -I I ISI Iii I I=i I - = - - 0 w O O REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. =III=III= EDGE W/ ll) "5 i lI -I I (-III-III=III= CONI. III=III=III=I MONOLITHIC FOUNDATIO ( =I = I I & GLEAN a Z O Uj� a I =III=1 I' W/ (2) # DIA. RODS - CONI. ON CHAIRS 1'-4° COMPACTED FILL � � r%4 E -H � E:, O W w Z 6 95% STANDARD � � D � U c')DENSITY a FWHEREuj/ 2ND STORY OCCURS W G SHALL BE 1-8" WIDE W THIC<ENED EDGE � 0FF5ET FOOTING s 0FF5ET FOOTING THIC<ENED EDGE (3)*5 BARS � GARAGE GUR5NON5EARING i� NTS NTS 5EARING IISGAR GE DOOR NTS 1� � DETAIL NTS co w� 1/2" G.W.B. OVER 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK BARRIER W/ R-3 INSUL. BEYOND Ao 1/2" G.W.B. OVER Z D J 1 1/2" P.T. VERTICAL II 8" CMU BLOCKFURRING FURRING 6 24" O.C. FURRING g 24 P.T. VERTICAL 1 1/2 P.T. VERTICAL I I 811 CMU BLOCK Ld Q 24" O.C. (1) "5 FROM FTG. TO EXTERIOR DOOR II (1) 05 FROM FTG. TO S 0 � II BEAM SPLICE TO (3) 05'5 CONT. BE MIN. 30" GROUT 3-1/2" GONG. SLAB w/ FIBERMESH REINF. (3) *5 S CONT. II TIE BEAM SPLICE TO BE MIN. 30" GROUT = YTIE W/ 3" MIN. CLEAR II CELL SOLID OVER �o MIL.RtL. THRESHOLD SEt W/ 3 MIN. CLEAR d)II DELL SOLID Q o I VAPOR BARI IN SEALENT w I J Z --------------__ - - -"- - _ - � `Q 10 1/2" C� Q -17 N 4 d • . —I 4Ld I (— ° e 4 e GRADE ,�--"d---^____�__• _�_—"d • — �_---------------•�r e -III-III �_ I � ° � a .• . ° I I I � I -I I 1I-_II _ -_ _ _- �., - 4 _ �I II II__IillI-_ iI II II QD — -I - I I � CLEAN I_—I I• = I •. _- DESIGN DRAWN OMPACTED FILL CFG L° 95% pSTANDARD-1 I I I—--- - I _ CHECKED21_11 I iI I DENSITY CFG DWG.No. 2113708 W/ (2) 05 DIA. RODS CONT. — ON CHAIRS 811 21_011 811 JOB No. WHERE 2ND STORY OCCUR FTG SHALL BE 1'-8" WIDE SCALE AS NOTED W/(3)*5 BARS DATE - 08/14/12 WA it PARTY �� 12 ENTRY DOOM' 13 GARAGE CURS NOT SU6ED NOT � 3/4,�:1,_�„DETAIL �OOTINC�SHT NTs AT PARTYWALL 3/4 =1-� U5ED �SD1 1/2" GYP. BOARD 111(b " 0.5.8. SHEATHING 1/2" GYP. BOARD 71/16" 05.5. SHEATHING W DECKING PER 2x4 STUDS s 16" O.C. DECKING PER 2x4 SCUDS a Ido" O.C. Q LOOK NAILINGFLOOR NAILING 2x4 BOTTOM PLATE 24 TTQ SCHEDULE xBOOM PLACE SCHEDULE - , ATTACH RIBBON TRUSS lBY ``- TRUSS PER PLAN BOARD t0 TRU55 OTHERS) TRU55 (BY w/ (3) 10d NAILS OTHERS) i 1/2" ANCHOR BOLT w/ i ATTACH SHEATHING TO "XTI A// WASHER 6 32" O.C., • .1 RIBBON BOARD WITH DRILLED AND EPDXY w/ 0L Sd NAILS 3" O.G. SIMPSON SET EPDXY, OR EQUIV., MIN. 4" EMBED ATTACH SHEATHING TO FLOOR TRUSSES WITH a • ad NAILS -s 3" O.G. WALL •+ (2) ad NAILS EVERY 3" SHEATHING TO BOTTOM ,I O.C. PLATE O 0.5.8, t0 OVERLAP d.. ., o BOT. PLATE 1 1/4" 1/2" GYP. BOARD META16 l L (MIND PER PLAN HGAIOKT � 48" O.G., HGAIOKT m 48" O.C., ° TRUSS TO TOP ch -,S" CMU WALL a PLATE TRUSS t0 TOP U PT ix NAILER PLATE cn AS REQ'D. W 8" CMU WALL d NOTE: REFER TO TRUSS MAN. 5PEC5 FOR BLOCKING REQ. (� 1� NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STOR I CONNECTION 2 2 STORY CONNECTION DOUBLE TOP DOUBLE TOP PLATE, U.N.O. PLATE, U.N.O. T fi�,�i�c,41..���.. WALL > >�2�=��-m�� es ��fi��. 1,U,4�1... 11/2 � ��_��� SP4 EACH STUD SP4 EACH STUD -I/16 OSB, NAIL TO BRG WALL PER a PLAN, CONTINUOUS FROM TOP OF- TOP FTOP PLATE TO BOTTOM PLATE. A j 0 2X4's e 16" O.G. DOUBLE BOTTOM PLATE FIRE RATED WALL FIRE RATED WALL SYSTEM, SEE w d SYSTEM, SEE X111t 11111 UPSIDE DOWN H10 COR H10-2 FOR ARCHITECTURAL ARCHITECTURAL ���� �// � 2 -PLY), BOTTOM PLATE TO EACH PAGES FORPAGES FOR ������ + �� TRUSS. SLIT FLOOR DECKING TO MID -POINT DESCRIPTION MID -POINT DESCRIPTION `•.•••••j••••••';•r/v{ ��i� ®W BLOCKING BLOCKING „Q�w 4T 1y.6•��fi��� "2 Z ACCOMODATE STRAP BETWEEN STUDS BETWEEN STUDS w h O (� �Vj' p� • • `�i iii% •� (mm rQ Qa♦0 ••eC= C '•••• ` J -j Cf. 2x STUDS g 16" O.C. PER PLAN a S'-4" A.F.F. 2x STUDS 6 16" � { BRG. HGT. O.G. PER PLAN a SP4 tv EACH I �r-c I C TRU55 PER PLAN STUD V J Z WALL TO FLOOR TRUSS C1 OR 2 PLIES) FLOOR J � 3DECKING PER A~zCO CONNECTION DETAIL PLAN 5P4 �. EACH z [-+ .� STUD FLOOR SYSTEM 0 °� E z ��'� '%" GYP. BOARD 10 NAILER I (2) PER PLAN O PA - '1/16" O.S.B. SHEATHING 10d NAILS 16" O.G. U E A " tG 2x4 STUDS 16" O.G. Z 2X4's a 16" O.C. ROOF SHEATHING 16" HIGH KNEE DECKING PER FASTEN PER PLAN W FLOOR NAILING 2x4 BOTTOM PLATE (TYPP) WALL, STUD 0 E rn.y E,,, z SCHEDULE SPACING g 16" � "4 PAA 0 C 940 x : 112 " GYP. BOARD O.G. Q zW� (2) 10d NAILS s R � W 6 O.G. TRUSS IST FLOOR 5FRG WGT c 0 0 L z TOP CHORD TO 2X4 REFER TO PLANS o LaJ Z U p O J aa. EXT. SHEATHING CONT. CQ 2x4, CONTINUOUS FLOOR DECK FROM TOP PLT. TO Q Z p W � BOT. OF GIRDER, FASTEN 1/2" DIA ALL THREAD 1/2" D1.4 ALL THREAD ROD O U II PER PLAN ROD � 48" O.C., 5" 6 48" O.G., 5" EMBED, � x' EMBED, DRILL E EPDXY ad NAILS 3 O.C. w/ SIMPSON SET EPDXY I I DRILL d EPDXY w/ w TRUSMETS 16 EACH WALL SHEATHING TO SIMPSON SET EPDXY OR W TRUSS VERTICAL GIRDER PER PLAN OR EQUIVALENT I N rTRUS5 BOTTOM I EQUIVALENT = <° CHORD I 2x4 PT FURRING z i d 2X NAILER W/ (2) I 2x4 PT FURRING II o �2 GYP. BOARD I g 24 O.G. 24 O.C. 10d NAILS 16" O.C. -- d, n I I PT Ix NAILER TRUSS A5 REQ'D. (D Ll 2 STORY CONNECTION �WALL TO GIRDER o PARALLEL WALL > >�2�=1�-r��� CONNECTION DETAIL > 1/2 =1�-m.. I I o 8" CMU WALL I 8" CMU WALL I 0 I � z _I w 0 Ld 0 J (1) 05 FROM FTG. TO �— (1) 05 FROM FTG. TO o u) TIE BEAM SPLICE TIE BEAM SPLICE TO BE MIN. 30"t0 BE MIN. 30" = Y T_ II GROUT CELL SOLID 1/2" GYP. BOARD II GROUT CELL SOLID Q o I I DECKING PER I � U Q J x/16" OSB OR FLOOR NAILING I II Z 1/2" PLYWOOD - SCHEDULE II II '� ~ a ° o HU26 TRUSS TO LEDGER c a 14 a ° ` LVL OR GIRDER -1 11— I I ISI I a ° n a 4 4 it I I-1 I-1 _- 4 -III —1I—� d d d° DESIGN DRAWN PER PLAN -III—III-1 I III—III—III �I I ISI =I a a CHECKED CFG LA DOUBLE 2X8 LEDGER. ATTACH 1st PLY TO FLOOR TRUSS w/ (4) CMU WALL -1 I I=III=I _ _ III -1 I i—I I L; �;—_� �____ I I II I- c,�r CFG i_i l lel IE I ISI I I—I I ISI I I—III=III=111. 1=; ;III—III—�== I I L—III—III =111-III—i 1 1 DWG.No. 2113708 10d NAILS IN EACH VERTICAL. PER PLAN —i I—i I—I I FI 11=1 11—I 11—I I I—I I I—I I I =1 I l —I 11-E1 I I=5 I ISI I I --I EI 11 8 NAILS � 3 O.C. ATTACH 2nd PLY TO 1st PLY WITH _ _ _ _ _ (2) ROWS OF 10d NAILS w 6" O.C. I—I I I�I I I�I 1 I-11 1— 1—� 11= ' i JOB No. -I 1 -1 I —1 _-= , , __.... � , � � ___. � SALE AS NOTED -- PER RDW STAGGERED 3" NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. DATE 08/14/12 2 STORY CONNECTION TRUSS TO LEDGER a 2 STORY � ,� � � AT PARALLEL, � fi'�4fi�T`rUJ,4LL SECTION STAIRS 3�a =t -m 9 2 STOfi�'1' fi'�4fi�T�'UJ,4L� SECTION 3��=��-ID�� WALL NTS CONNECTION � SD2 SHT FASTEN PT 2X NAILER TO MA50NRY W/ 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES A5 WELL PROVIDE 114" PLY ON BOT. OF BLOCKS I> L 1 I I I ALL LAPS IN MASONRY 25" RUNNING BAR — 05 CORNER BAR — GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR ARCH WINDOW �INDO1' W � MANUFACTURER � 2 T�'�-'. CORNER VERT. FRAMING INCA DETA I � NTS WALL REINFORCING auc.� �rcc.iricD BY WINDOW/DOOR MANUFACTURER O DOOR BUCK DtL. (1)05 IN TIE BEAM -- - - uTi C1Y5 BAR IN PRECAST LINTEL (2Y5's VERTICAL IN GROUT FILLED CELL I (1)05 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) ENTIRE COLUMN TO ' I BE GROUT FILLED NTS FIN. FL. -10 Opm r 1 n (1)05 CONT. IN TIE ZZ BEAM COARSE _ _ (2) PT 2X6 "2 (OR BETTER) 5YP PRECAST BILL PROVIDE HANGERS TO HOLD " ° SII BAR IN PLACE DURING POUR, W J REFER TO MAN. SPECS. FOR a — 2x6 STUDS 6 16" O.C. SPACING REQUIREMENTS IF REQUIRED NOM. 8" CMU M,■ -HANGERS NOT REQUIRED IF Q 5/6" TYPE X GYP. BD. W/ SP&'s TOP t BOTT. _ LINTEL BLOCKS ARE USED AND 2" HOLD IS MET \x"___e -- PROVIDE SCREEN WHEN Q BLOCK BELOW 15 NOT REQUIRED TO BE FILLED Z -1■ -_ L) Mimi 11111■ Lu Lu ~ _ ME _-- w Q D LING CL :2 J m L 1 I I I ALL LAPS IN MASONRY 25" RUNNING BAR — 05 CORNER BAR — GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR ARCH WINDOW �INDO1' W � MANUFACTURER � 2 T�'�-'. CORNER VERT. FRAMING INCA DETA I � NTS WALL REINFORCING auc.� �rcc.iricD BY WINDOW/DOOR MANUFACTURER O DOOR BUCK DtL. (1)05 IN TIE BEAM -- - - uTi C1Y5 BAR IN PRECAST LINTEL (2Y5's VERTICAL IN GROUT FILLED CELL I (1)05 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) ENTIRE COLUMN TO ' I BE GROUT FILLED NTS FIN. FL. NTS I O TIE BEAM DTL. NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBC 200-1 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3A&'lX4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LE55 THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TfNG 2X BUCKED OPENING, USE (3)ROWS OF 10dX3" NAILS STAGGEREDm12" O.C. IDEA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS mlb" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING CENTER BUCK -\ 1-71 I I 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. BUCK EACH 51DE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (15t BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.G.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (8" MAX.) VERT. REINFORCING ��,-��� $ BUCK DETAIL ---TIE-BEAM- �m -10 Opm r 1 n (1)05 CONT. IN TIE ZZ BEAM COARSE (1),433 EA. SIDE OD 2X Lu/ 3/16"x3-1/4" TAPCON5 TO '-MU AND (4) 10dA211 NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 -1/4" TAPCONS TO CMU AND (4) 10dxV2" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO AGGOMADATE PRECAST BILL (2) PT 2X6 "2 (OR BETTER) 5YP PRECAST BILL PROVIDE HANGERS TO HOLD GROUT TIE BEAM COARSE SOL ID ° BAR IN PLACE DURING POUR, W J REFER TO MAN. SPECS. FOR a — 2x6 STUDS 6 16" O.C. SPACING REQUIREMENTS IF REQUIRED NOM. 8" CMU s -HANGERS NOT REQUIRED IF Q 5/6" TYPE X GYP. BD. W/ SP&'s TOP t BOTT. _ LINTEL BLOCKS ARE USED AND 2" HOLD IS MET \x"___e PROVIDE SCREEN WHEN Q BLOCK BELOW 15 NOT REQUIRED TO BE FILLED NTS I O TIE BEAM DTL. NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FBC 200-1 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3A&'lX4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LE55 THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TfNG 2X BUCKED OPENING, USE (3)ROWS OF 10dX3" NAILS STAGGEREDm12" O.C. IDEA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS mlb" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. k OF OPENING CENTER BUCK -\ 1-71 I I 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2 X 6 P.T. BUCK EACH 51DE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (15t BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.G.) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES START BOLTS AFTER GARAGE CURB (8" MAX.) VERT. REINFORCING ��,-��� $ BUCK DETAIL ---TIE-BEAM- �m IE W r 1 n Z (1),433 EA. SIDE OD 2X Lu/ 3/16"x3-1/4" TAPCON5 TO '-MU AND (4) 10dA211 NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/16 "x2 -1/4" TAPCONS TO CMU AND (4) 10dxV2" NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO AGGOMADATE PRECAST BILL (2) PT 2X6 "2 (OR BETTER) 5YP PRECAST BILL ao � W J — 2x6 STUDS 6 16" O.C. s O Q 5/6" TYPE X GYP. BD. W/ SP&'s TOP t BOTT. _ Y� Q ON EVERY OTHER STUD Z - L) Lu Lu ~ _ DECKING PER2x6 DBL. BOTTOM PLATE w Q D LING CL :2 J m SCHEDULEFLOOR DRAWN CFG �.A � 52 CHECKED CFG DWG.No. WINDOW CONNECTION DETAIL NTS CONT. I=ROM BEAM TO FOOTING. O STEP DOWN TIE BEAM 2x4 BLOCKS, (2) lbd NAILS m EA. END. BLOCK ADJACENT BAY5 m EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS Q /_ I I O.C. (5) 1(od NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) l(od NAILS., GABLE BRACING m 48" O.G. MAX. 45' FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. 1/2" DRYWALL 1x2 PT NAILER PRECAST CMU — LINTEL m OPENING MARBLE SILL - 1X2 P.T. FURRING m 2'-011j O.G. PRECAST CONC. SILL TYP. m ALL WINDOWS R3 INSUL. BETWEEN 3/4" FURR STRIPS IX4 P.T. NAILER — WOOD BASE 3-1/2" GONG. SLAB. PER PLAN PRE-ENGINEERED WD TRUSS, 24" O.C. R-30 INSULATION HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) TILE ON (APPLIED ACCORDING TO MANUF. SPEC.) 15* ROOF FELT ON 5/8" ROOF SHEATHING ON ROOF TRUSSES. TOP OF MASONRY Y ALUM. DRIP EDGE 2x4 CONT. SUBFASCIA / d° - VENTED ALUM. SOFFIT (APPLIED ACCORDING TO M� TYP. SINGLE TIE -BEAM W/ (1) S CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG Lu WINDOW Q PER FLOOR PLAN } ---I I IEI 11-1 11=1 I fi=i � � I.. -.I I I- I I la i l_=l`I NTS I O TYPICAL BLOCK WALL SECTION REFER TO PLANS FOR -4" MAX EXACT SIZE OF O.N. CONT. 2X4 2X4'5 m 24" O.C. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. 6IMPSON HGA-10 m 48" O.G. OSB NOT REQUIRED TO BE CONT. m THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN NTS SIMPSON N-10 —� EXTEND SHEATHING DIAGONALTO TO BOTTOM OF BEAM NAIL w/ 8d BEAM NAILS m 3" O.C. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING«** SEAM CONNECTION PT 2X8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE l(od NAILS GABLE END TRUSS TO PLT, m 12" O.C. MAX. CMU WALL OR �- LINTEL BELOW SIMPSON A23 z IDEA. BRACE TO PLT. Qm = Y 1/2" J -BOLTS w/ WASHERS (MIN. (o" EMBED) MIN. 6" p FROM EA. END AND 32" O.G. MAX. HGAIOKT m 32" O.G. TIE BEAM COURSE W/(1/*5 CONT. ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** CMIJ WALL CONNECTION 9 G A5LE END DETAILS N.T.S. SPEC.) EXTERIOR FINISH (BEE ELEVATIONS) VERT RE INF. BEYOND 8x8x16 CONC BLOCK MAIN FLOOR ELEV 0'-0" !� IML•"f!� /111 I I/_ A 1T � REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS 085 NOT REQUIRED TO BE CONT. m THE TRANSITION FROM TOP PLT. TO GABLE TRU55 DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H-10 DIAGONAL TO TOP PLT. ***NOTE: GABLES SMALLER THAN B' DO NOT REQUIRE BRACING** FRAME WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD ***NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING*** CL�,�fiz S�'�N CONNECT ION 5/8" TYPE X GYP. BD. NON -LOAD BEARING FIRE RATED PANEL 1/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), 6" EMBED 32" O.C. 2-1/8" ATTACH GYP. BD TO Z PANEL WITH (2)13d O NAILS EVERY 3" O.C. a � 1/2" GYP. BOARD META16 PER PLAN U PT ix NAILER Ld AS REQ'D. Q n7la—B" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION 111.1'-011 ALT. 11Y FIRE RATED PANEL x/16" O.S.B. - 1/2" GYP. BOARD SHEATHING i I 2x4 STUDS s a DECKING PER 16" O.G. v W FLOOR NAILING 2x4 BOTTOM cl:f SCHEDULE PLATE ��\IIIIIfV//lI ATTACH ��� //// W SHEATHING ���� ��` ��" /�i a �� .0 0- .1-1 _ N 17 TO RIBBON •. BOARD WITH Q' r ( btiS � �w 8d NAILS m , S ti P©Z o 3" O.C. : Z N FV -: Q = iVl Z • w d'* F_! V r N_ o _ ATTACH It - Q ' • '� f (/� �C•'�Gj `� J SHEATHING= ��►••s......•++•" ���� Q o.y TO FLOOR �„ ��j/ '0•��� Q -�c P WIRTN (2 S ///`��fiff.l'1i1���� 3 0 ad NAIL& c EVERY 3" a 1/2" GYP META16 PER PLAN O.G. BOARD C ° PT lx NAILER ASV) Z REQ'D. � � � � � Lall CMU WALL y � � pC d� 12 2 STORY CONNECTION � Q A z AT CANTILEVER 1"=1,-m" W vjz � "' z C> ZO�Aw adpz�o A EO�+ Caja v Q z E- p0 ad I- z U p c z � z ui 14, F— Q E-1 p g4 N Ea" F- O Vccq d a cq V) Ld 0 a � � I 13 NOT USED 12 o D a IE W n Z L,J ao � W J — 2x6 STUDS 6 16" O.C. s O Q 5/6" TYPE X GYP. BD. W/ SP&'s TOP t BOTT. Y� Q ON EVERY OTHER STUD - L) Lu Lu ~ _ DECKING PER2x6 DBL. BOTTOM PLATE w Q D LING CL :2 J m SCHEDULEFLOOR DRAWN CFG �.A � 52 5/8" TYPE X GYP. BD. NON -LOAD BEARING FIRE RATED PANEL 1/2" DIA. THREADED ROD W/ COUPLER (IF REQUIRED), 6" EMBED 32" O.C. 2-1/8" ATTACH GYP. BD TO Z PANEL WITH (2)13d O NAILS EVERY 3" O.C. a � 1/2" GYP. BOARD META16 PER PLAN U PT ix NAILER Ld AS REQ'D. Q n7la—B" CMU WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION 111.1'-011 ALT. 11Y FIRE RATED PANEL x/16" O.S.B. - 1/2" GYP. BOARD SHEATHING i I 2x4 STUDS s a DECKING PER 16" O.G. v W FLOOR NAILING 2x4 BOTTOM cl:f SCHEDULE PLATE ��\IIIIIfV//lI ATTACH ��� //// W SHEATHING ���� ��` ��" /�i a �� .0 0- .1-1 _ N 17 TO RIBBON •. BOARD WITH Q' r ( btiS � �w 8d NAILS m , S ti P©Z o 3" O.C. : Z N FV -: Q = iVl Z • w d'* F_! V r N_ o _ ATTACH It - Q ' • '� f (/� �C•'�Gj `� J SHEATHING= ��►••s......•++•" ���� Q o.y TO FLOOR �„ ��j/ '0•��� Q -�c P WIRTN (2 S ///`��fiff.l'1i1���� 3 0 ad NAIL& c EVERY 3" a 1/2" GYP META16 PER PLAN O.G. BOARD C ° PT lx NAILER ASV) Z REQ'D. � � � � � Lall CMU WALL y � � pC d� 12 2 STORY CONNECTION � Q A z AT CANTILEVER 1"=1,-m" W vjz � "' z C> ZO�Aw adpz�o A EO�+ Caja v Q z E- p0 ad I- z U p c z � z ui 14, F— Q E-1 p g4 N Ea" F- O Vccq d a cq V) Ld 0 a � � I 13 NOT USED 12 o D a a IE W n Z ao � W J s O LO Y� L) Lu Lu ~ _ w Q D CL :2 J m DESIGN DRAWN CFG �.A � 52 CHECKED CFG DWG.No. 2113708 �- JOB No. SCALE AS NOTED DATE 08/14/12 ,4 NOT us�D � S D 3 SHT a TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 1/4" 1" EDGE EDGE-) 2Y2" EDGE 10dX3" p COMMON p p Z N V Lu Z 2y2" 12Y4 "I (2) 2x COLUMN � 2X BUILT-UP STUD COLUMN DETAILS (2)2XVs DBL. TOP PLT. BEYOND NAILING PATTERN WALL SHEATHING SPLICE—� I F PER NAILING SCHEDULE. 10dX3" SHEATHING PER PLAN GOMMON- 10dX3" U COMMON Z � Z U OPP. SIDE U I 1 c} I U Q 0- N 10dX3" cfJ U COMMON I I OPP. SIDE (2)2X4's (2)2X(o's (2) 2x COLUMN � 2X BUILT-UP STUD COLUMN DETAILS (2)2XVs DBL. TOP PLT. BEYOND NAILING PATTERN WALL SHEATHING SPLICE—� I F PER NAILING SCHEDULE. CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d 6 EACH TRUSS (UN.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) l(od NAILS im EA. END. BLOCK ADJACENT BAYS e) EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS �6"O.C. (5) 16d NAILS BRACE TO BLOCKING W. nl ITRInC Lu v Z Q EDGE DISTANCE PER DETAIL SHEATHING PER PLAN I I w PRECAST CONC 10dX3" 15* FELT DRAINAGE PLANE I 1 c} — — — — I I'I 1.1 I' — -- — — — I 1'II' I — — — — — I I'I I I' — — — — , I I'I 1/8" STUCCO THICKNESS CMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d 6 EACH TRUSS (UN.O.) 4 SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FASTENERS NOT SHOWN 2x4 BLOCKS, (2) l(od NAILS im EA. END. BLOCK ADJACENT BAYS e) EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS �6"O.C. (5) 16d NAILS BRACE TO BLOCKING W. nl ITRInC Lu v Z Q EDGE DISTANCE PER DETAIL SHEATHING PER PLAN I I w PRECAST CONC 10dX3" 15* FELT DRAINAGE PLANE I 1 c} 1x2 P.T. FURRING z O5 1/8" STUCCO THICKNESS 211 U I I O PAPERBACK LATH I I 1 O MEMBRANE STRIP COVERING WOOD N7I 3/4" FURR STRIPS FRAME/MA50NRY INTE5ECTION UNDER �' • EXPANSION JOINT TO EXTEND 2" coT ll) "5 VERT. IN I 1 2 O 10dX3" GROUTED CELL Ix4 P.T. NAILERFULL OPP. 51DE INSIDE PLY NAILS NAILED AT 8" O/C STAr-zGERED. OUTSIDE NAILS NAILED AT 8" O/C. (3) or (4) 2x COLUMN 1I/2 n= ll-ou -1/161,05 JOINT NAILING PEf SCHEDULE TUD YPSUM WALLBOARD <4 BLOCKING PLACED _ATW15E (2) 16d NAILS 4CH END NOTE: 1/2" PLYWOOD OR 1/16" 0.5.8. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT A5 NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. I'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. SIMPSON H10A DIAGONAL TO BLOCKINEs-\ PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) I(od NAILS. GABLE BRACING a 48" O.C. MAX. 45' FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) l(od NAILS ,w 12" — (U.N.O.) I PROVIDE BLOCKING BETWEEN TRUSS BAYS a 48" O.G. FOR FIRST 3 BAYS H2.5 m EACH TRUSS TO LEDGER (U.N.O.) / 5EE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES •• NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING - 6 GA5LE END a FLAT CEILING WITH 506TON HIP REFER TO PLANS FOR EXACT SIZE OF O.H. CONT. 2X4 2X4'5 m 24" O.G. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES 6 24" O.C. MAX. W/ 6IMP50N H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4)10d NAILS FOR CONY. FRAMED MEM. ONLY CL DISTANCE PER DETAIL OUTSIDE 2X's FLOOR TRUSS PER PLAN BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-10d COMMON NAILS 0 ENDS. NAIL PLATES CONT. W/7 10d COMMONS a 16" O.G. NAIL JACK STUDS AND FULL (& OSB DRAFT LENGTH STUDS TOGETHER W/ 10d's STOP STAGGERED -s 12" O.G. (EACH NAIL e 16" O.C. PLY) TOP E BOTTOM ODRAFT STOP DETAIL 3/4" PLYWD. DECKING 2X LEDGER TO RIM50ARD W/ (4) EQUALLY SPACED 1/2" x 4" BOLTS FLOOR SYSTEM PER PLAN O STAIR CONNECTION DETAIL P.T. 2x4 -L— w o tia� yr STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS EVENLY SPACED 1 - SHEATHING PER PLAN I I w PRECAST CONC O 15* FELT DRAINAGE PLANE I 1 c} 1x2 P.T. FURRING 7 O5 1/8" STUCCO THICKNESS 2'-0" O.C. I I O PAPERBACK LATH I I 1 O MEMBRANE STRIP COVERING WOOD 8" CMU 3/4" FURR STRIPS FRAME/MA50NRY INTE5ECTION UNDER �' • EXPANSION JOINT TO EXTEND 2" BELOW CMU ll) "5 VERT. IN I 1 2 O METAL OR PLASTIC EXPANSION JOINT GROUTED CELL Ix4 P.T. NAILERFULL 1" FROM TOP OF CMU O 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL 1/2" _ 1'-011 REFER TO HEADER SCHEDULE FOR HEADER SIZE, OFJACK STUDS E CONNECTOR REQUIREMENTS. SP2 OR 61=4 EA. STUD OR AS SPECIFIED ON THE PLAN EXTERIOR WALLS: SHEATHING MUST BE NAILED TO CMU WALL AS EXTERIOR WALLS, SEE NAILING I REQ'D PER PLAN SCHEDULE FOR NAILING PATTERN. MIDSPAN BLOCKING INTERIOR WALLS: BETWEEN EA. STUD APPLY 1/2" GYP BOARD AS NEEDED SP2 OR SP4 EA. STUD OR ASC4) EQ. SPACED SPECIFIED ON THE PLAN �I 3/16"x4" SIMP50N NOTE: NO HEADER OR STUD TITENS (w/ STRAPS REQ'D FOR WALLS WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS T 11 FROM TOP AND SUPPORTING FLOOR TRUSSES BOTTOM ONLY). (SEE CONNECTOR CHART) I II II 1/2" x 1" J -BOLTS 6" FROM EA. END OF WALL AND 63211 O.C. NOTE: 2-1/2" MASONRY NAILS (HAND 2X STUDS e) 16" O.C. OR POWER DRIVEN) ,m 16" O.G. MAY PT 2X4 BOTTOM BE USED I.L.O. J -BOLTS FOR WALL PLATE THAT DO NOT CARRY UPLIFT s EXTERIOR/INTERIOR FRAME WALL CONN. ,- DETAIL OSIDING TO STUCCO FLASHING DETAIL LAP SIDING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z-FLA5H METAL Z -FLASH 5/811 STUCCO OVER MASONRY/BLOCK TILE ON 1*15 FELT OVER 5/8" PLYWOOD OR 5/8" O.S.B. ON PRE -ENG. TRUSSES 9 24" O.C. REFER TO ROOF PLAN FOR CONNECTIONS 2x DBL 1 TOP PLATE C REFER TO PLANS �L R-30 INSULATION 1/2" GYP. BD. CLG. HDR. AS PER PLAN 9 ALL FRAMED OPENINGS INSULATION DECKING PER FLOOR NAILING SCHEDULE PRE - ENG. FLOOR SYSTEM Ix P.T. NAILER 112 " GYP. BD. PRECAST CMU LINTEL w OPENING ALUM. DRIP EDGE 2x4 CONT. SUBFASC I A VENTED SOFF I T Iiz" CDX PLYWOOD OR 1/16" OSB, ATTACH PER PLAN 2X4 STUDS 16 " O.C. REFER TO PLANs�L —META16 PER PLAN REFER TO PLANS TIE BEAM REFER TO DETAIL 3 SHT. 5D3 WINDOW PER FLR. PLAN MARBLE SILL PRECAST CONC SILL 1x2 P.T. FURRING 2'-0" O.C. R3 INSUL. BETWEEN 8" CMU 3/4" FURR STRIPS Q_ ll) "5 VERT. IN GROUTED CELL Ix4 P.T. NAILERFULL HEIGHT. SEE CL FLOOR PLAN FOR WOOD 5A5E �I LOCATIONS 3-1/2" CONG SLAB CEMENT ITIOUS FINISH (/) ------4.0-A- <4 --= a� -T�_r_. ; FIN. FL. Ir GRADE . e4 . 4<. a I n I I -I I I� I Tro �_� �, ° ..I I I=I I I -I I I. REFER FOUNDATION PLAN FOR FTG. INFORMATION 2 STORY WALL SECTION ��11111111/11l W 't LL cltui $ •: w 14kLu - O�Q � Z :U O t U Zcn - ��b� • C ' J Scm O 1 !, I 3 U - o ' '4 G � � z J o"c r�_o Q wZ°'~� 1p.* v C E� c#5 i` W �zc 0 z I 04 ZOPAoco C ~In� < �Z0z= 'zoQ u) r &av o�rw Lu vaoc x J z DiIa 1— rr-E-+ Q E-+ 0 0 E-+ ~ OVcq Ld Ld a.. V) 0 0 (A CD W 8 :2 o Z °o cn�0 W O J s o~Ln LJJ Y � U Q J Z Li � � 0 r 0 Qpm CL DESIGN DRAWN rQ CFG LA A CHECKED v.� CFG DWG. No. 2113708 JOB No. SCALE AS NOTED DATE 08/14/12 � SD4 SHT Q_ CL (/) w 0 Ld O!f ��11111111/11l W 't LL cltui $ •: w 14kLu - O�Q � Z :U O t U Zcn - ��b� • C ' J Scm O 1 !, I 3 U - o ' '4 G � � z J o"c r�_o Q wZ°'~� 1p.* v C E� c#5 i` W �zc 0 z I 04 ZOPAoco C ~In� < �Z0z= 'zoQ u) r &av o�rw Lu vaoc x J z DiIa 1— rr-E-+ Q E-+ 0 0 E-+ ~ OVcq Ld Ld a.. V) 0 0 (A CD W 8 :2 o Z °o cn�0 W O J s o~Ln LJJ Y � U Q J Z Li � � 0 r 0 Qpm CL DESIGN DRAWN rQ CFG LA A CHECKED v.� CFG DWG. No. 2113708 JOB No. SCALE AS NOTED DATE 08/14/12 � SD4 SHT DensGlass^ Ultra Shattliner Area Separation Walls Gypsum aVaclflc Gypsum 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 ipage 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 a Separat on 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 arid architect with a moisture and mold -resistant shaftliner panel - DensGiass" Ultra Shaftliner. Components 2x4 Wood Framing 1" DensGlass" Ultra Shattlincr Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood Framing 2' H -Studs 24" oc, Back-to-back C -Tracks 1/2" DensArmor Plus* lnterior Panel Aluminum Breakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGiass Ultra Shaftliner panels, s, 25 -gauge steel H studs, 25 -gauge steel C -track and Z" aluminum breakaway clips. DensGiass Ultra Shaftliner panels consist of a moisture resistant core with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels. DensGiass Ultra Shaftliner panels are covered by a 12 -month in-place exposure limited warranty against delamination, deterioration arid decay and a 5 -year limited warranty against manufacturing defects. Firs Testing and Building Code Compliance I he Georgia-Pacific Gypsum Area Separation Wall has been fire tested to ASTM E 119 and CAN/ULC S-101. The Georgia-Pacific Gypsum 2 -horn fire -rated Area Separation Wail assembly, constructed using DensGiass Ultra Shaftliner panels, is listed by anderwri iters Laboratory o ryfUl1 Un dews Laboratories of Canada (ULC and Warnock Huck Heise International (WHI/ITS) and meets the requirements of the 2006 International Building Code (IBC) Section 705 "Party Walls," arid Section 705, "Fire Walls." The Georgia-Pat Gypsum Area Separation Wall assembly is listed in the UL Resistance Directory ryun der ULDesi nU37 3, the ULC Fire Resistance n ata re Dir ctur Ll' Directory ULC n No. W 12 3 and the WH Fir Y I e Resistance i ata ce D re r 9 Directory uncle WHI GP/WA 120-04,r ry /W Fo copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1-800-225 6119. Ai Georgia-Pacifk _ gypsum CAUTION: For product fire, safety and use information; go to glLeesynnfetrinto: - ).Astnlfomlot,rjo aixi ulafares: Technical Service Hotline 1.11100,m.s11s s www,gpgrpwm.00m " 3 OeneGlass.M Ultra Shaftliner Area Separation Walls System Assemblies - 2 -Hour Ratings GTrack, Cep, Edge or End Closure H -Stud, 26-t4seuge No. W --L-2317 Construction Detail Assembly Components STC Test Reference & DRYWALL - Two layers 1" DensGiass'" Ultra 60 UL DESIGN U373 L Shaftliner inserted in H -Studs 24" o_c. - 2-1/2"_ _, ULC W312 �Ir it it Min. 3/4" air space between liner panels C) WHI GP/WA 120-03 i, {, and adjacent wood or metal framing. RAL TL89.383 _® Two layers 1" DensGlass Ultra Shaftliner 60 UL DESIGN U373 Inserted in H -Studs 24" o.c Min. 3/4" air ULC DESIGN W312 space on both sides mustbemaintained WHI GP/WA 120.04 between liner panels and adjacent E, W Based on RAL TL89-383 Milan framing. O U O Sound Tested with 2 x 4 stud wall V) U with 1/2" DensArmor Plus" interior J 0 J pp panel each side of assembly and j �1 3-1/2" fiberglass insulation in stud space both sides. C�2 m Part. Thickness: 3" 36 est. WHI 495.0743 _ Weight per Sq. ft.. 9.5 LLJ LLJ Li Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c Metal framing covered using 6" wide or 1/2" i DensArmor Plus Fireguard" Type C Interior Panel or 1/2" ToughRock"" ��� Fireguard• Iype C gypsum board. Breakaway clip facings and height of wall differ between U1 Design U373 and WHI GP/WA 120.04. Ali Georgia4lacific DensGlassi Ultra Shaftliner Area Separation Walls Gypwrn Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing n for one townhouse unit is complete ate and rior to the e ronstructiorl of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from wood. In many cases the area separation wall is positioned V away from the wall framing to accommodate the 1 " DensGlass'" Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at a height up to 44' and the WHi ITS GP/WA 120-04 Area Separation Wall assembly was evaluated at a height up to 68'. Erecting the 2" Area Separation Wall 1. Position 2" C -Track a minimum 3/4" from the framed wall of the adjacent unit. fasten C -Track to foundation with fasteners spaced a maximum of 24" o r, When specified, apply a minimum 1/4" bead of acoustical sealant under the C -Track to maximize acoustical privacy. Run the GTrack to the end of the foundation. In case of offset units, see 15 under Special Conditions. 2. Start the wall with a vertical C -Track at one end. Install two 1" shaftliner panels vertically with eitherside facing out" into the C -Track at one and of the area separation wall. Install the H -Stud over the double beveled edges of the shaftliner panels and cuntinue alternately until the wall has reached the opposite end of the foundation. Terminate the wail using a C -Track. The vertical C -Tracks at each end of the wall should be attached in the corners 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 Wail with a C -Track and attach to the vertical C -Track in the corners using a minimum of one 3/B" 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 training. 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" forthe lower 20' and every 10'0" for the upper 24'0" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHi/ITS Design WHI GP/WA 120-04 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 other H -stud (48" o.c.). When the total height of the Area Separation Wall exceeds 20'0", breakaway clips shall be installed vertically every 8'0" maximum for the lower 20'0" and every 10'0" maximum for the upper 48"0" of the wall assembly. 5. 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. ISee 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 hoard roof underlayment. 8, Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin, Breakaway clip and installation is identical for both sides of the 2" Area Separation Wall. Aluminum Angle Clip GTrack, Cep, Edge or End Closure H -Stud, 26-t4seuge No. W --L-2317 [.lee4 .u� 1. & DRYWALL - 1 TO Ne I„ L 1 �o � U~ O � - 2-1/2"_ _, __2.1/4^._... ,... 2" CAUTION: For product are, safety and use information, go to gp,00m/std•tyitdo. 4 ur ,,lcosnufanmtri,xnuxl prlslre6 Technical Service Hotline l.fps,2ELs118orwww.gpgypanmm .en GeorgliaftclInc Gypsum Details Full Wall Fire blocking as required 2 x 4 Stud framing Aluminum breakaway clip 3/8" Pan head screw --- Sealant ------. -_ DensGiass^^ Ultra Shaftliner Area Separation Acoustic sealant (as requirer Joist 2" C -track fastener 24" o.c. f-1C)UR �-AF-T WA A )EMH� Y SCALE: N.T.S. Intersection at roof intermediate floor Foundation Roof deck per code requirement Roof truss to -back C -tracks 'Drywall screw Glass- Ultra Shaftliner panels --1 , as required DensGlass^ Ultra Shaftliner Area Separation Walls Georgia Raclfic Gypsum Special Conditions I. When ~ m al H Stud does not align with the adjacent wood framing, insert blocking 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 Wail, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTERN 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, can be constructed of wood or steel framing. When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the alumi- nurn breakaway clip. 6. The support walls located adjacent to, and on each side of the solid 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetics. These walls can be designed as load bearing and readily accommodate code compliant electrical and plumbing systems. These systems should not impede the required 3/4" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. 7. The required 3/4" air space can be eliminated if the metal framing is covered on both faces with 6" wide, 112" DensArmor Plus" Fireguard' Type C or 1/2" ToughRock• Fireguard• Type C or 5/8" ToughRork Firegua clType X or 5/8" DensArmor Plus Fireguard Type X gypsum board strips. The gypsum board stTips are attached with 1" drywall screws spaced 12" o.c. to the metal framing. This primarily occurs inaccessible attic areas. Attic areas not accessible do not require the 6" wide gypsum board strips. B. The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of 1" nominal lumber with broken lap joints or one thickness of 0.719" wood structural panel with joints backed by 0.719" wood structural panel or one thickness of 0. /5" particleboard with joints backed by 0.75" particleboard. Gypsum board, including 1" DensGlass' Ultra Shaftliner and 5/8" DensArmor Plus interior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to he securely retained in place shall be permitted as an acceptable fireblock. (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 intersection of the solid 2" Area Separation Wall and the underside of the structural roof sheathing; cut liner parcels 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 stnictural sheathing, apply an approved fireblocking material (see Special Conditions, #8) to both sides of the Area Separation Wall. 11 There are two code -compliant methods for installing a fire-resistant roof undedayment: the (edger strip method and the partial roof underlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus fireguard Type X interior panel or 5/8" 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 an flus with the top of roof framing. The ledgers are attached to time roof framing and form a continuous strip. The second method is using tire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through -penetration Firestop 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 wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in the 2006 IBC, Section 705.1.1; openings are not permitted. 14. Fors specialized rzed end-use areas, eas such r p as bathrooms, . the adjacent framed walis can be covered with DensShleltl Tile Backer from m Georgia-Pacific in lieu of standard paper-facedsum board or fiberglass mat -faced interior 9YP r9panels, 15. An offset occurs when ten oneunit e t extends past thehoot or back edge of an adjacentcefitunit. The F -studs of the Area Separation Wail are riot designed for hanging sheathing and cladding so planning is required before construction begins. There are two ways to deal with the offset. The first option is to pour enough concrete so that the Area Separation Wall and adjacent 2x4 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. CAUTION: For product fire, safety and use irdormatiorr, go to gp.com ilin yinfo. roc latu9t ,nrwmatim and updatm Technical Service Ha"I•e i.XDM.6119or www.gpgypsum.cem • 5 DensGlass- Ultra Shaftliner Area Separation Walls Gyps- aatdflc � Gypsum Details Attic - Adjacent to Trusses* 1" DensGlat& Ultra Shaftliner panels -- H -stud No minimum airspace - M. - Wood truss - 6" Wide 1/2" DensArmor Plus°, Fireguard" Type C panels or `Only applies if solid wall is amessible. 1/2" Toughf1i Fireguard Type C or If not accessible, the strips are not required. 5/8" Toughfack Fireguard Type X or 1" Dens6lass" Ultra Shaftliner panels Typical Roof Junction Caulk (smoke tight joint) 1 Layer of 5/8" DensArmor Plus 2" x 2" ledger strips -- - Roofing Roof deck Type X gypsum panel for as required by codes) Breakaway clip Fire blocking Insulation 1%Z" DensArmor Plus gypsum panel or 1/2" TaughRuck' , gypsum board 1 -- - 3/4" Minimum air space 1" DensGlass' Ultra Shaftlinar panels -W-STALLAPON `_TQC; F -CAT C.DRD AND DETA �__D Design No. U373 August 19, 2008 Wail Rating - 2 Hr (See Items 4, 4A and 46) Finish Rating - 120 Min (See Item 4) E,'t'),%1) TO End FRt1$1 AREA ,*> ARA71t: i AV kLl, sU)E r .tF+ LV 4 1 5 7 j.� +� l; s - i m... 1 4 ( A )NF1GT-TItATI(: )N B COLSM) TO,_ t - 34-19 AREA SEPARATION WALL: - (Nonbearing, Max Height - 44 li 1. poor, Intermediate or Top Wall - 2.3/16 In. wide channel shaped with 1 in, long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaiv 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 of 1 In. thick gypsum wallboard liner panels, supplied in nom 24 In. widths. Vertical edges of panels friction fitted Into •'H" - shaped studs. GEORGIA -PACIFIC GYPSUM L L C - Types Ti DGUSL. PROTECTED WALL: - (Bearing or Nonbearing Wall, as indicated In items 4, 4A and 4B) 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 mldhelght where necessary for dip attachment. Min 3/4 in. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min No. 20 MSG (0.0329 In., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0.036 In. thick) gaiv steel or No. 20 MSG (0.033 In. thick) primed steel, cold formed, shall be designed In accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Membens by the Amerilcon Iron and Steel Institute. All deal n dltaNs enhanping the structural In he wall assembhr, including ilia exist design load of the studs, leacaTcselaiF�racies i6erirlLx mclri® owaa [ea 5 X&feauteeitl4 dc:Dttaci4±ed to llaor and creel tracks with 1/2 In. long Type 5-12 steel screws on both sides of studs or by wsltk/d or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No, 20 GSG (0.036 in. thick) gaiv steel or No. 20 MSG (0.033 In. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, telling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. O.C. Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs, 4B. Steal 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 corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and telling with fasteners 24 In. 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 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-4/4 In. long steel drywall nails spaced 12 In. OC. Wallboard attached to steel studs (Item 4A or 4B) 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 "M' 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 wails up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 R. and the remaining wall area below requires dips spaced a max 5 it 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 1 density, bearing the UI_ Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets ii or BZJZ) Categortes for names of Classified companies. (D U L - U:�7 2 H 7 WALE 2 SCALE: N.T.S. Systern No. W -L-2377 F R I I C S See c -Ina _ 1 and 2 Hr ee Itc.,rn _> 1 and 3) T fiat' =� _ r.In1and 2 I�r Item. 1 an(] _ J L - Rating at ArTibient - Less that 1 CFM/Sq Ft L Rating at 4007 - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/SPUD WALL ASSEMBLY SHAII_ BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. SIIEL STUDS TO BE MIN 2-1/2 IN, WIDI BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD 1YPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEFT ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN, THE HOURLY F AND T RATING OF THF FIRESTOP SYSTEM IS EQUAL TO 1HE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. 111ROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHLR CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRFSTOP SYSTEM. THE ANNULAR SPiiCE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL HE MIN OF 0 IN. (POINT CONTACT) 10 A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTi1 SIDES OF WALL ASSEMBLY. THE FOI LOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWCUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTFROSDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MAIFRIAL* - SEALANT MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MAiERIAL 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 APPIlm TO THE WALL PENET RAN i INTERFACE ON BOTH :,l1RFACEs OF THE WALL. HILTI CONSTRUCTION- CHEMICA L. DIV OF HILTI INCI ' NL F� ONE SEALANT ©FARING THE UL CLASSIFICA iION MARK SI S F� lmi� " I Reproduced by HII iI, Inc. Courtesy of V•� F� Underwriters Laboratories, Inc. 11 2000 Hilti Firestop Systems June 20, Au Fire Sprinklers, Inc. FIRE CAULK - HILTI SYSTEM No. W --L-2317 UP 10 2" CPVC & DRYWALL - 1 TO 2 -HOUR 0 o SCALE: NONE 00203 (D PEN ETRAT U DROTDCCT C) - HR SCALE: N.T.S. W i- r� law (_ Z 0 o L 1 �o � U~ O � C_ C) L.J _® 0 N W C� F-4 U) E, W `_J Z O U O V) U z J 0 J pp U�o�oo j �1 C�2 W z <L -7 o� LLJ LLJ Li i w -t G • •••• ♦ N N V I t W �• c�.o w + j � O 7.2• o - • . Z • .;v, � O.J_ �Q z • Z N L4 Q - • W • • U i U r d - + CJ 00 �% �00 1 �••• S� ��� d� Q LZ SHT OF SD5 law (_ 0 o L 1 �o � U~ O � C_ C) L.J 0 N W C� F-4 U) E, W `_J Z O U O V) o x w z J 0 J pp U�o�oo j �1 C�2 z <L -7 o� LLJ LLJ Li U SHT OF SD5 C_ L.J 0 `_J Z LJ 0 J j �1 z <L -7 o� ��� � Q . < .� n DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905117 SCALE AS NOTED DATE 12/22/10 _ SHT OF SD5 /! O Li I W IOP PLATE of WALL *ATTIC DETAIL—ADJACENT TO TRUSSES TRUSSES AT 24" O.C. -> uJ 1 „ DENSGLAS',�S UI..TRA `.SHAFT LINER n777 7777. i rz~ c_� 3 NO MINIMUM AIR SPACE L� H—STUD W/BATTEN STRIPS rz L -WRAF' ]RUSE' AT TLRMINATION POINT W/ 1 LAYER 5/8" TYPE "X" DEN ('LA_ S EXT ._SHEATHING [A .SIDE OF TR)USS 24 BACK -- r- _ > FROM FASCIA DOWN INTO SOFFIT BOX FIRE CAULK ALL JOINIS Lr' AND SFAM`>> FXTERIOR ATTIC 5/8" TYPE "X" DENSGLASS WOOD TRUSS �� �� �, ,� � , L- 6 WIDE 112" DENSARMOR PLUS FIREGUARD T>'FC - MOI`.`, LURE RESI`.TANT - PANELS OVER METAL "H" STUD`? AT ROOF TRUSS EXTERIOR SHEATHING USFI) 1 LAYER 5/>" TYPE "X" DEN`=�CLASS EXT SHEATfiINO BETWEEN .�• , �YJTFM F N ATTIC_; PER MANUFAC_,TURERS :SPECS SLC A`-� SOFFIT BACKER BOARD TRU`-�`_ES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP � DO NOT VENT OR PLATE`. AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK 7 >/_D� � (WHI 49._F. -0743) PENETRA I E SOFFIT � F JOINT`=J AND SEAMS _ SECTION A—A THROUGH TRUSSES & SHAFT LINER TOP PLATE OF WALL -----___-- -- - - - - - SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL FIRE RFTARDENT 1REATED PI YW00 FIRST 2'-0" ABO FASCIA FLAN VIEW— TERMINATION AND CLO SURE OF HOUR PROTEOTFD S(--)FFIT C �. TYPE „X„ DENSGI_AS`a „ I LA'T'ER 5/83 TYPE X DENSGI_ACJS EXT `=;HLATH ING' BETWEEN MOI`_71URE RESISTANT 1RUSSES FA`-� IENED TO 2x BLOCKING, OVERLAP WALL TOP EXTERIOR SHEA I HING USED PLATES AND RUN TICH I TO ROOF SHEATHING FIRE CAULK AS SOFFIT F3ACKER ROARD JOINTS AND >LAMS 1)0 NOT VENT OR PENETRATE SOFFIT--- -_ "I HOUR RATED (U309)F'RE- PRE --FINISHED ALUMINUM EXTERIOR FIRE WAIL SOFFIT AND FASCIA TO MATCH 1 HOUR FIRE RATED/ PROTECTED OVERHANG DErAII4_ SCALE: N.T.S. WALLS AND INTERIOR, PARTITIONS, WOOD FRAMED GA FILE NO. WP 3510 GENERIC 1 HOUR 35 to 39 STC GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND One layer s/a" type x gypsum wallboard or gypsum veneer base applied parsUM or at right angles to each side of 2 x 4 wood studs 24" a_c. vM& coated nalks, 17/e long, 0.0915" shank. 'N' heads. 7' o.c. Joints staggered 24" on opposNe sides. (LOAD-BEARING) Thickness: 4rls'" Approx. VVelght: 7 psf Fire Test UL 83501-47, 48, 9-17-65, PANELS OVER M E1 AI- "H" UL Design U309; STUDS AT FI-OOR UL R1319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404. 10-14-70 c 1 HOUR NRF_ RATED FXTER C -)R WALL ASSEMBLY (U309) SCALE: N.T.S. - — GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 2" H -STUD 1" DFNSGLASS ULTRA SHAT J LINER EX1 LRIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING --2" C -TRACK EXTERIOR WAI.I. FRAMING GLORGIA-PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECTS ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL. BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U377 E�CTFRIOR WAI-L INTERSECTION DETAIL � SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED - INTERIOR WALL FRAMING - 3/4" AIR SPACE I" DENSGLASS LJLTRA SHAT TLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAI FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH I OCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL, 1 " DENSCLASS ULTRA SHAFTLINER SIN rr� 2" H -STUD EXTERIOR WALL FRAMING --- -� U.37U OFF.SET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C -TRACK sign No. Ug o6 Bearing Fait Dg - 2 HR_ 1' ord3earing WaLU Rating 2 HIL_ ;-314'A Cl C�) CDMK • 10-00 Q) 2 kion raga TIM4cti i. Concrete Blocks* - Nominal 6 by 8 by 16 in., hollow or solid.. Classif3caon D-2 (2 hr). Anchor Concrete Products, Inc. Florida Rock Industries, Inc. Pike Industries Inc., d/b/a 111coo Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Blocks laid in hall bed of mortar, nom, /8 in. thick, of not less than 2- t/4 and not more than 3-1/2 parts of clean sharp sand to i part Portland cement (proportioned by volume) and not more than So percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - If used, add 1/2 hr. to Classification. Attached to concrete blocks (Itemmt 1) 4. Foamed Plastic's - (Optional. - not shown) i-iL/2 in thick. may, 4 i`t wide sheathing attached to concrete blocks (Item s). Celotex Corp. - 'Type max *Bearing the LTL Classification Marking 6" WIDE 1/2" DENSARMOR -- - P1 -US FIREGUARI) TYPE C F_FIRE RETARDANT PLYWOOD 48" EACH PANELS OVEF\' METAL "H" SIDE OF CENTERLINE OF FIRE WALT_ - - `` STUDS AT ROOF 1RUc'17� (2) 1" SHAFT WALL LINER FIRL WALL UL# 0373 ATTACH TIGI-11 TO SHEATHING, EXTEND INTO O.H. I I I I A I - FIRE BLOCKING (2) 1" SHAFT WALL. LINER FIRE WALL UL# 0373 PER MANUF'R SPECS 2x4 STUDS C? 16" O.C. W? R 1 1 BATT I N S U L. (TYPICAL EACH `NIDE) 3/4" AIR SPACE (TYP EACI i ` IDE)-- - ------ 3/8" - -3/8" PAN HEAD SCREW 1- IRE_ BLOCKING AS REQ'D - 6" WIDE 1/2" DENSARMOR PLUS EIRECI_JARD TYPE C PANELS OVER METAL "I I" S1 UD`:-; AT FLOOR TRI.JSS SYSTEM PER MANUFACTURERS SPECS SF F 3/SD5 (WHI 495-074J) USE 2" DEEP ELEC BOXES. --- ALL SWITCHFS, RECEIPT., PIPES, & ETC SHAH BE SUR[ -ACE MOUNTED. 1 1/2" FURRING AT PARTY WALL -----� SYSTEM IN A11 -IC PER MANUFACTURERS SPECS SEF 3/D5 (WHI 495-0743) ALU 11 UM CLIP PER F'R - PRE NCINEERED R02F TRU`-`- ES AT 24" C 112" GYPSUM CEILING BOARD ALUMINUM CLIP PER MF'R BACK TO BACK C -TRACK S ALUMINUM CLIP PER MCR 1 1/4" DRYWALL SCREW — ACCOUSTIC SEALANT -- �-- 1/2" GYPSUM CEILING BOARD \— BOTTOM TRACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN FASTENER AT 24" O.CT__T. 0 CLJ W W WW v� I U) E" Cr FLOOR TRUSSES (PER PLAN) USE I__IMFROCK AGGREGATE PER SECT. 121 OF THE FRC 2007 ED. TO GEC 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BF DELIVERED HAS CORRECT RATING. TYPICAL FOOTER- SEE FOUNDATION - IIS III1 J11 `-3 1/)" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT IIIII_I�IIIII11111 II �I� III REINFORCED WITH FIBERMESH ON _, 6 mil M.B. OVER WELL COMP. 5011 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 (UZ)13) SCALE: N.T.S. 6" WIDE '112" DENSARMOR PLUS FIREGUARD IYPF C PANELS OVER M E1 AI- "H" STUDS AT FI-OOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WI -ll 495-0743) EXTERIOR FACING 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "II" GYPSUM SHEATHING STUDS 1 " DENSCLASS ULTRA SHAFTLINER SIN rr� 2" H -STUD EXTERIOR WALL FRAMING --- -� U.37U OFF.SET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C -TRACK sign No. Ug o6 Bearing Fait Dg - 2 HR_ 1' ord3earing WaLU Rating 2 HIL_ ;-314'A Cl C�) CDMK • 10-00 Q) 2 kion raga TIM4cti i. Concrete Blocks* - Nominal 6 by 8 by 16 in., hollow or solid.. Classif3caon D-2 (2 hr). Anchor Concrete Products, Inc. Florida Rock Industries, Inc. Pike Industries Inc., d/b/a 111coo Whitcomb. Westbrook Concrete Block Co., Inc. 2. Mortar - Blocks laid in hall bed of mortar, nom, /8 in. thick, of not less than 2- t/4 and not more than 3-1/2 parts of clean sharp sand to i part Portland cement (proportioned by volume) and not more than So percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - If used, add 1/2 hr. to Classification. Attached to concrete blocks (Itemmt 1) 4. Foamed Plastic's - (Optional. - not shown) i-iL/2 in thick. may, 4 i`t wide sheathing attached to concrete blocks (Item s). Celotex Corp. - 'Type max *Bearing the LTL Classification Marking 6" WIDE 1/2" DENSARMOR -- - P1 -US FIREGUARI) TYPE C F_FIRE RETARDANT PLYWOOD 48" EACH PANELS OVEF\' METAL "H" SIDE OF CENTERLINE OF FIRE WALT_ - - `` STUDS AT ROOF 1RUc'17� (2) 1" SHAFT WALL LINER FIRL WALL UL# 0373 ATTACH TIGI-11 TO SHEATHING, EXTEND INTO O.H. I I I I A I - FIRE BLOCKING (2) 1" SHAFT WALL. LINER FIRE WALL UL# 0373 PER MANUF'R SPECS 2x4 STUDS C? 16" O.C. W? R 1 1 BATT I N S U L. (TYPICAL EACH `NIDE) 3/4" AIR SPACE (TYP EACI i ` IDE)-- - ------ 3/8" - -3/8" PAN HEAD SCREW 1- IRE_ BLOCKING AS REQ'D - 6" WIDE 1/2" DENSARMOR PLUS EIRECI_JARD TYPE C PANELS OVER METAL "I I" S1 UD`:-; AT FLOOR TRI.JSS SYSTEM PER MANUFACTURERS SPECS SF F 3/SD5 (WHI 495-074J) USE 2" DEEP ELEC BOXES. --- ALL SWITCHFS, RECEIPT., PIPES, & ETC SHAH BE SUR[ -ACE MOUNTED. 1 1/2" FURRING AT PARTY WALL -----� SYSTEM IN A11 -IC PER MANUFACTURERS SPECS SEF 3/D5 (WHI 495-0743) ALU 11 UM CLIP PER F'R - PRE NCINEERED R02F TRU`-`- ES AT 24" C 112" GYPSUM CEILING BOARD ALUMINUM CLIP PER MF'R BACK TO BACK C -TRACK S ALUMINUM CLIP PER MCR 1 1/4" DRYWALL SCREW — ACCOUSTIC SEALANT -- �-- 1/2" GYPSUM CEILING BOARD \— BOTTOM TRACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN FASTENER AT 24" O.CT__T. 0 CLJ W W WW v� I U) E" Cr FLOOR TRUSSES (PER PLAN) USE I__IMFROCK AGGREGATE PER SECT. 121 OF THE FRC 2007 ED. TO GEC 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BF DELIVERED HAS CORRECT RATING. TYPICAL FOOTER- SEE FOUNDATION - IIS III1 J11 `-3 1/)" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT IIIII_I�IIIII11111 II �I� III REINFORCED WITH FIBERMESH ON _, 6 mil M.B. OVER WELL COMP. 5011 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 (UZ)13) SCALE: N.T.S. w C� 0 c C� Cn W ' W N •ee"•"e•e• .•• I, e• � � W ,LL6'•S c.a z Z QQtu, ,;� ti ` Uz ' 0 A: ',. Z � v ` = J " 6 vI �.• a �j� ,'�•eeeee je•O�``�� J � _j O "till l til z_ cCILLJ h T. O Q- o w n t- E- 4 a t j E+ QCo v� UD ~ Z •-^ w E-- O�w�oo LLJ 44 1_4 cit o x Cq w �_T/ �a iL � Ll U ® � 00 z U o�O-j U O Z z C) > o H- r ® nl W < Ld g LLJ ® �L < < < DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD6 SHT 0F APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL i c\cNNr a PLASTIC OVER J �i INSTALL 6" WIDE LINE OF DOOR 11 1 SELF -ADHERING MEMBRANE REINF, PRECAST CONIC, LINTEL FULLY GROUTED W/ CONI. OPENING I I DRAWINGS) CLII HOUSEWRAP ---- II' III I I - - SPECIFICATIONS & INSTALLATION INSTRUCTIONS SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT II 111 111 II I 111 III u p I I I I I I � I L I i CROUND FLOOR i IV Ili °I I MIN MEMBRANE FLASHING 1" / FI -FOIL AA -2 VAPOR SHIELD REFLFCTIVF INSULATION (R-4.1) - MIN BEYOND JAMB DRYWALL & " CEMENTITIOUS 4"x11" PRESSURE TREATED SIRAPPING 0 24" O.C. (R-1.10) FLASHING '1 STEP 1 FOLD HOUSEWRAP IN AND AROUND JAMBS STEP 2 STEP 3 STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45- ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING S1UD WAIT INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EMPORAKILY OLD -UP & SEC IOUSEWRAP (OR UCK FLAP UND t HEAD FOLD HOUSEWR AT JAMBS & 5 SLOPE SILL R.0 ^NSIALL SELF -AC MFMBRAI FLASHIN( NAILING; HEAD -XIEND SF LF -AD MEMBRAI 1" MIN E LASHIN( ALIGN FLASHING W/ IN I. EDGE OF SILL R.O. MLCHANIGALLY FASTEN FANNED EDGE (CAP NAI SIAPLES) IF REC BY FLASHING M INSTAI.1 9" WIDE FLEXIBLE MEMBR. aL SILL. EXTEND FLASIIIN� FOLD HOUSEwRAP U®Wr & TAFE DIAGONAL C 1T & ACROSS HEAD OF WINDOW APPLY (" NUM. - - :ONTIN000S BEAT) OF >EALANT AT JAMBS IND HEAD or APPLY 0 BACK OF WINDOW JAILING FLANGE IN INE W/ RE -PUNCHED HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL Al, SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS N4IE: _ 1° WINDOW INSTAII ATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED $ IT IS THE INSTALLATION CONTAC70RS RESPONSIBII-TY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HDUSEWRAP, SEAI. ANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. j INSTALL All MATERIALS PER MANUFACTURERS WRITTEN SPF CI FI CATIONS WAIMML SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAMF TO INSIDE OF R0. W/ SEALANT AT Slit AND A MIN 12" UOI P HH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEAI ANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) EXTEND MEMBRANE `\' : ADHERING F LASHwG Mw t" BELOW ` FLEXIBLE FLASHING SRI FLEXIBLE FI-ASHING ( at SILL, FLUSH 70 II r� ' INTERIOR FRAMINC. INTERIOR VIEW STEP 6 _ STEP 7 STEP 8 ;.Y,Y;.,:.`: STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPLNINC FLAIIIN�',' DETAILS 5-1 SCALE: N.T.S. PROVIDE CONTINUOUS 4" USE SHEATHING TO EXTEND 5„ DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. FINISHED TEXTURE COATING PER ENGINEER'S CONNEC11ON SCHEDULE. BUILDER SPECIFICATIONS OVER PRIMED ------ 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. 71,I NOMINAL THICKNESS) E 4� • � _ ___-______ SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS FINISH SECOND FLOOR OSB SURFI.00R Cl UED & SCREWED RUUF CUNSTRUCTIQN ATTIC VENTILATION (FBC-R806) ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH "H" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF APPROVED ROOF TRUSSES 0 24"O. C, MAX, W/ 8d GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 6" O.G FAVF IN UPPER PORTION OF ATTIC, SPACE. \ INSULATION BAFFLE BETWEEN 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENURE ROOF. USE ONLY LNOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY \N 4Pt SHINGLES, PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES, MN�M�M 5.0 �- ONS "y - -- 'I POOL VKVGN NPR\F-S tl`� IOP OF BLOCK , W i c\cNNr a PLASTIC OVER J �i INSTALL 6" WIDE PROVIDE MIN. RIB BATT NSUE. & }° DRYWAI I- CEILING "x1�" BLOCKING SELF -ADHERING MEMBRANE REINF, PRECAST CONIC, LINTEL FULLY GROUTED W/ CONI. -' FLASHING OVERLAPPING DOOR FRAME I" DRAWINGS) TRUSSES PREFIN. ALUM. FASCIA VENTED SOFFIT. 1Y - - SPECIFICATIONS & INSTALLATION INSTRUCTIONS SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT PER FBC-RLS R613.6 & R613.7.5 �'-` PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT i CROUND FLOOR i IV EXTEND SELF -ADHERING MIN MEMBRANE FLASHING 1" / FI -FOIL AA -2 VAPOR SHIELD REFLFCTIVF INSULATION (R-4.1) - MIN BEYOND JAMB DRYWALL & " CEMENTITIOUS 4"x11" PRESSURE TREATED SIRAPPING 0 24" O.C. (R-1.10) FLASHING '1 ___ BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES 8" CONC. MASONRY UNIT WALI (R-1,11) (`r FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS SEE DOOR DETAILS FOR OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (1" L—J FINISH/TRIM DFTAILS OVFR GALV. MTI. IATH W/ #15 FELT PAPER OVER / TOTAL R -VALUE - (R-8.61) STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45- ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING S1UD WAIT INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EMPORAKILY OLD -UP & SEC IOUSEWRAP (OR UCK FLAP UND t HEAD FOLD HOUSEWR AT JAMBS & 5 SLOPE SILL R.0 ^NSIALL SELF -AC MFMBRAI FLASHIN( NAILING; HEAD -XIEND SF LF -AD MEMBRAI 1" MIN E LASHIN( ALIGN FLASHING W/ IN I. EDGE OF SILL R.O. MLCHANIGALLY FASTEN FANNED EDGE (CAP NAI SIAPLES) IF REC BY FLASHING M INSTAI.1 9" WIDE FLEXIBLE MEMBR. aL SILL. EXTEND FLASIIIN� FOLD HOUSEwRAP U®Wr & TAFE DIAGONAL C 1T & ACROSS HEAD OF WINDOW APPLY (" NUM. - - :ONTIN000S BEAT) OF >EALANT AT JAMBS IND HEAD or APPLY 0 BACK OF WINDOW JAILING FLANGE IN INE W/ RE -PUNCHED HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, LEVEL Al, SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS N4IE: _ 1° WINDOW INSTAII ATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED $ IT IS THE INSTALLATION CONTAC70RS RESPONSIBII-TY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HDUSEWRAP, SEAI. ANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. j INSTALL All MATERIALS PER MANUFACTURERS WRITTEN SPF CI FI CATIONS WAIMML SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAMF TO INSIDE OF R0. W/ SEALANT AT Slit AND A MIN 12" UOI P HH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEAI ANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) EXTEND MEMBRANE `\' : ADHERING F LASHwG Mw t" BELOW ` FLEXIBLE FLASHING SRI FLEXIBLE FI-ASHING ( at SILL, FLUSH 70 II r� ' INTERIOR FRAMINC. INTERIOR VIEW STEP 6 _ STEP 7 STEP 8 ;.Y,Y;.,:.`: STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPLNINC FLAIIIN�',' DETAILS 5-1 SCALE: N.T.S. PROVIDE CONTINUOUS 4" USE SHEATHING TO EXTEND 5„ DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. FINISHED TEXTURE COATING PER ENGINEER'S CONNEC11ON SCHEDULE. BUILDER SPECIFICATIONS OVER PRIMED ------ 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. 71,I NOMINAL THICKNESS) E 4� • � _ ___-______ SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS FINISH SECOND FLOOR OSB SURFI.00R Cl UED & SCREWED RUUF CUNSTRUCTIQN ATTIC VENTILATION (FBC-R806) ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH "H" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF APPROVED ROOF TRUSSES 0 24"O. C, MAX, W/ 8d GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 6" O.G FAVF IN UPPER PORTION OF ATTIC, SPACE. \ INSULATION BAFFLE BETWEEN 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENURE ROOF. USE ONLY LNOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY \N 4Pt SHINGLES, PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES, MN�M�M 5.0 �- ONS "y - -- 'I POOL VKVGN NPR\F-S tl`� IOP OF BLOCK , W INIERMEDTATE WALE )EC HUN SCALE: N.T.S. 36" WIDE UNDLRLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. i ALUM. DRIP EDGE SET I ROOF CEMENT &NAILED i c\cNNr a PLASTIC OVER J �i " �_.A315HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0. C. MAX. W/ Bd GUN = NAILS ® 6" D.C. PROVIDE 0,002in POLYETHYLENE FILM OR 15 FELT � # - PROVIDE MIN. RIB BATT NSUE. & }° DRYWAI I- CEILING "x1�" BLOCKING REINF, PRECAST CONIC, LINTEL FULLY GROUTED W/ CONI. BETWEEN TOP OF GONG, BLOCK & U/S OF ROOF #5 HORIZONTAL REBAR (SEE STRUCT. FN(',INFER'S DRAWINGS) TRUSSES PREFIN. ALUM. FASCIA VENTED SOFFIT. - - SPECIFICATIONS & INSTALLATION INSTRUCTIONS SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT PER FBC-RLS R613.6 & R613.7.5 �'-` PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT i CROUND FLOOR i CONNECTIONS PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW e 4 ACTUAL WALL THICKNESS / FI -FOIL AA -2 VAPOR SHIELD REFLFCTIVF INSULATION (R-4.1) NCLUDING STRAPPING, o DRYWALL & " CEMENTITIOUS 4"x11" PRESSURE TREATED SIRAPPING 0 24" O.C. (R-1.10) Il S OF SOFFIT '1 ___ BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES 8" CONC. MASONRY UNIT WALI (R-1,11) (`r FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CFMFNTITIOUS FINISH APPLICATION OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (1" L—J NOMINAL THICKNESS) OVFR GALV. MTI. IATH W/ #15 FELT PAPER OVER / TOTAL R -VALUE - (R-8.61) DRAWINGS FOR FOUNDATION Q F+M � 14 ALUM. DRIP EDGE SEI IN _ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER ( (�" NOMINAL THICKNESS) CLEANOUT OPENING FOR EACH GROUT CF11 FINISH SLAB ON GRADE GARAGEI ' "11" DEEP OPEN WEB FLOOR TRUSSES PER PLASTIC ROOF CEMENT I T BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 DRAWINGS FOR REINFORCING) FLOOR TRUSS LAYOUT -. NAILED OVER }"xi}" 1'-0" REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" BLOCKING -, INTO BOND BEAM. (SEF STRUCT. ENGINEER'S ° CONNECTION SCHEDULE) TOP OF WINDOW PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT PREFIN. ALUM. FASCIA & 98 0 BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES VENTED SOFFIT. `PROVIDE 1" RAISED FRIEZE BE. W/ SMOOTH BOND BEAM FULI Y GROUTED & REINFORCED (SFF 1" 'A" � 1" CEMENTITIOUS FINISH (PER ELEVATION) STRUCT ENGINEER'S DRAWINGS FOR SPECIFICATIONS & 4 8 U FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT UPLIFT REOUIRLMENTS) - ° SEE STRUCT ENGINEER'S SPECIFICATIONS FOR UPLIFTSPECIFICATIONS FINISHED TEXTURE COATING PER BUILDER N5 VERTICAL REBAR IN CONIC. FILLED CELL PER STRUCT. ' ^ v , CEMENTITIOUS APPLICATION. Ila CONNECTIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION �-�--- ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP. TIED TO NOMINAL THICKNESS) 1^ . ,7 • i' (J" NOMINAL THICKNESS) CONT. ROD IN FOOTING & BOND BEAM L,.J 4 11 v Q 9j" PAINTLLI DRYWALL (R-0,45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT l ° INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. Ile %ij" PRESSURE TREATED STRAPPING ® 24" O.C. (R-1.10) T -NAILED INTO BLOCK. {I „ INIERMEDTATE WALE )EC HUN SCALE: N.T.S. 36" WIDE UNDLRLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. i ALUM. DRIP EDGE SET I ROOF CEMENT &NAILED i c\cNNr a PLASTIC OVER CE`FVNS` " �_.A315HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"0. C. MAX. W/ Bd GUN = NAILS ® 6" D.C. PROVIDE 0,002in POLYETHYLENE FILM OR 15 FELT � # - _ "x1�" BLOCKING REINF, PRECAST CONIC, LINTEL FULLY GROUTED W/ CONI. BETWEEN TOP OF GONG, BLOCK & U/S OF ROOF #5 HORIZONTAL REBAR (SEE STRUCT. FN(',INFER'S DRAWINGS) TRUSSES PREFIN. ALUM. FASCIA VENTED SOFFIT. - - SPECIFICATIONS & INSTALLATION INSTRUCTIONS SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT PER FBC-RLS R613.6 & R613.7.5 V -O" i CROUND FLOOR i CONNECTIONS PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW e 4 ACTUAL WALL THICKNESS / FI -FOIL AA -2 VAPOR SHIELD REFLFCTIVF INSULATION (R-4.1) NCLUDING STRAPPING, o DRYWALL & " CEMENTITIOUS 4"x11" PRESSURE TREATED SIRAPPING 0 24" O.C. (R-1.10) FINISH = 9'3" I . FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS 8" CONC. MASONRY UNIT WALI (R-1,11) (`r FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CFMFNTITIOUS FINISH APPLICATION OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (1" L—J NOMINAL THICKNESS) OVFR GALV. MTI. IATH W/ #15 FELT PAPER OVER / TOTAL R -VALUE - (R-8.61) DRAWINGS FOR FOUNDATION Q F+M � 14 APPROVED HOUSEWRAP. _ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER ( (�" NOMINAL THICKNESS) CLEANOUT OPENING FOR EACH GROUT CF11 FINISH SLAB ON GRADE GARAGEI ' °I I 8" CONC. MASONRY UNIT WAIT (SFF FNGINFFRS DRAWINGS FOR REINFORCING) FINISH SLAB ON GRADE o "o 6 FINISH GRADE CLEAN COMPACTED, TERMITE TREATED FILL, 6 MIL, POLYEIHYLLNE VAPOR BARRIER OVER COMPACTED FILL. I ,i 4' al d I 3;" POURFD CONCRETE SLAB ON VAPOUR BARRII r • 4 44 . e n 4 A _\ 4 / FOOTING NOTE SEE FOOTING DETAIL FOR S17F & REINFORCEMENT. YPICAI_ ONE S I MRY WAE� SEC1 IDN -- SCALE: N.T.S. (D TYP CAL- SAVE D ETAI I_ 3 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 DESIGNS & STRUCT. FNGINFER'S FRAMING SPECIFICATIONS) ALUM, DRIP EDGE OVER "x11" OVER SPR. 11x51° = IN BAFFLE '� BETWEEN EACH TRUSS FASCIA ATTIC IUP OF PLA IE '\ _-- PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFITV 1" DRYWALL CEILING TOP of WINDOWS V-0"42" SFC STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQLJIRFMENTS z SD 4 FINISH SECOND FLOOR TOP OF C.M.U. WALL VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S - SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR " PAINTED DRYWALL 11"x31" STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) 16" DEEP OPEN WE FLOUR RUSSES P FLOUR IRU -SS LAYOUT - CIL 4 FINISH GRADE PLASTER SKIM COAT OR 1 = PAINTED FOUNDATION WALIME . 1 a - - \ 31" 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.) SCALE: N.T.S. BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPFCIFICAIIONS & UPLIFT REQUIREMENTS) REINF, PRECAST CONIC, LINTEL FULLY GROUTED W/ CONI. #5 HORIZONTAL REBAR (SEE STRUCT. FN(',INFER'S DRAWINGS) TINSTALL WINDOW PER WINDOW MANUFACTURFR'S - - SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RLS R613.6 & R613.7.5 i CROUND FLOOR i PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW " PAINTED DRYWALL (R-0.45) ACTUAL WALL THICKNESS / FI -FOIL AA -2 VAPOR SHIELD REFLFCTIVF INSULATION (R-4.1) NCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & " CEMENTITIOUS 4"x11" PRESSURE TREATED SIRAPPING 0 24" O.C. (R-1.10) FINISH = 9'3" T NAILED IN 10 BLOCK. 8 8" CONC. MASONRY UNIT WALI (R-1,11) (`r FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (1" L—J NOMINAL THICKNESS) SEE STRUCTURAL ENGINEER'S / TOTAL R -VALUE - (R-8.61) DRAWINGS FOR FOUNDATION Q F+M � 14 CONSTRUCTION DFTAILS _ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT, ENGINEER'S SPECIFICATIONS. W CLEANOUT OPENING FOR EACH GROUT CF11 FINISH SLAB ON GRADE CIL 4 FINISH GRADE PLASTER SKIM COAT OR 1 = PAINTED FOUNDATION WALIME . 1 a - - \ 31" 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.) SCALE: N.T.S. W � C" T I/o O z LLJ�� 0 U W ® Ld V) CL � CI L J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD7 c 0 C c ® WC) co I� QQa� E W (`r W E- u 1 0 L—J x Q F+M � 14 CqO W LiJ p2 ' W � C" T I/o O z LLJ�� 0 U W ® Ld V) CL � CI L J DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD7 c UL- U338 1 HO(JR RATED NON-LDADBEARM PANEL 24S FLAT WISE SPACED AT 24" O.C. 1 LAYER" TYPE "X" GYP. BD. ON INTF_RIOR FACE AGAINS I 1 RUSSES, 1 LAYER �" TYPF "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONIO FACE OF WALL. FIRECAULK `EAI ANI AT BOTTOM IO TOE) OF CMU WALL ROOF CONSTRlUCIION ASPHAI T SHINGLLS OVER #15 FELT PAPER ON I/16" OSB SI IEAIHING WITH "H" CLIPS ON -- - APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCI. ENGINEER'S FRAMING SPECIFICA (IONS) IRI PLYWOOD SHEAIHING FOR FIRST 2' 0" UP ROOF TOP OF PLATE `)/8" TYPE 'X" DEN`_;GLASS MOISTURE RESISTANT EXTERIOR SHEATHING U`>F D AS SOFFIT BACKER BOARD - DO NOT VENT OR PENETRATE SOFFIT FINISH SLCOND FLOOR TOE' OF C.M.U, WALL - INSULATION BAFFLE - BEIWFEN EACH TRUSS ATTIC., PROVIDE MIN. R19 BATT INSUL. & "' DRYWALL CEILING - 1 LAYFR 5/8" IYPF "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED 10 2x BLOCKING, OVERLAP WALI TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS (JECOND FLOOR 1 HOUR FATED -(-U DDy EXTERIOR FIRE WALL - SEE SHEET SD6 g" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINLLR'S DRAWINGS) BAIT INSUL. FILLED (R-13) 8" TYPE "X" RATED GYP/ BD. EXTERIOR `_SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATION`; OVER PRIMED 3 COAT CEMENTITIOUS APPLICA11ON OVER (7ALV, MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (8" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR�USSLS P FLOOR TRUSS IAYOUT BOND BFAM FULLY GROUTED & RFINFORCED (SEF STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) - REINF. PRECAST CONC. LINTEL 1 UL_LY GROUTED W/ CONT. 7]1#5 HORIZONTAL REBAR (SEF STRUCI. ENGINEER'S DRAWINGS) GROUND �EOOR 1 DOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 7201 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EOIJIVELANT THICKNESS SFE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS - �'�� REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. - - FINISH SLAB ON GRADE CLFANOUT OPENING FOR EACH GROUT CELL 4 FINISI I �� s GRADE /,- ' /; i - - CX7 PLASTER SKIM COAT OR a s PAINTED FOUNDATION WAIL d \ _ 32" CONCRETE SLAH ON 6 MIL. \ ARIES POLYEIHYI-ENE VAPOR BARRIER / CLEAN COMPACTED, TERMITE TREATED FILL. _ _POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EX�ERIC_)R WALL_ `._-_�ECTIO� SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD se layer s/e" type X gypsum wallboard applied at right angles to wood roof trusses 24" O.C. with 1114" Type W or S drywall screws 24" o.c. Face layer i/e' type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/a" Type W or S drywall screws 12" o.c. at joints and intermediate 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 VE" wood structural panels applied at right angles to trusses with 8d Waits. Appropriate roof covering. 0 UL DETAIF Fm Approx. Ceiling Weight: 5 psi Fre Test: FM FC 172, 2-25-72: ITS, 8.13.98 Dedga Nis. U301 Baring Wall R.atimg - 2 MR. /� VFinish Rating - 66 Mim" �'-- 16" .C. l i' ' @ ' 2 X 4 s d I. agh€irestp ga4ads - Exposed of covered with joint finisher. 2. Joints - Exposed or covered with fiber tape and joint f ntsher.As an alternate, nominal 132 in. thickgypt€ m veneer plaster maybe applied to the enttime surface of Clazified veneer baseboard. Joints reinforced. 3_ Nails- dd cementcosted nails 1-71 in. long, 0.0915 in. shank diam, V4 in. diarml }reads, and 8d cement- coated nails J. -3o 8 in. lona„ 0.113 in- shank d^ am, 932 in. diem heads. 4. 11 ward - * - 51 in. tick, two layers applied either horizontally or vertically, Inner layer attached to studs with the 1-7,18 in. nails spaced 16 in. OC. Outer layer attached to studs over inrier layer with, the 2-318 in, lulmg nails spaced g in- OC. Vertical joints located over studs All joints in face lam staggered with joints in tyle la3ers. Joints of each bake layer offset with joints of base layer on opposite side- W'hen used in widths other than 48 in.., gypsum board to be installed horizontally. When Steel FramingMembers" I(It1xo d) are used, base l"rlattalched to :furring channels with 1 in. long Type S bugle -head steel screws spaced max 24 in. uDQ face layer attaclhed with 1-51 in. long Type S bugle -Mead steel;screws spaced max 12 in. OC. UL DETNLS r UL DESIGN LJ338 . ..... __ Daelsn Ms. DaaE - ___...- CSeptember 15, 2010 /) Mo diseMM or erring Wail Rating - 1 "IL (Sea nm 2 and 2A) "main Strong - Om L"0, of W.1 m rd - Mkt. ID Mau Two Layara of Wallbesrd - Min. 99 the \; load Metrldad far Gnadbn Appssed- - Ses Salve ff%M -- \,Y \\ 7�. Pr 2a y C C ONFAL SECTION 1. WWd Eluds - Nom 2 by 3 or 2 by 41n-, eat was., spaced 241n. O.C. mat, eRac hway Ie9gppped. 2. dyywm@*"*Ea• - for Nonbesmp wall rating - One payer M We In. thick, gypsum board Secured toeach toe of OWN. Gypsum board applied normally or wrtlully, unkM spepfied below, Mtn yeroul loin centeed on studs, and C nallea to etude and bearing plates 7 in. O.C. wah 6d Cement coebad nails, L-719 In. long, 0.0915 In. shank diem and 1/4 In, dam head. As Sri stomata. No. 6 bugle head drywall straws, 1-7/9 In. long, may be Substituted for the 6d Cement coated nails. 28. Gypwrm EMrd• - (As an ElWnM* to lam 2, not shown) - Far Nonbearing Wall rating - Any 5/8 in. thick gypsum Panels supplied by the Classified Companies listed below shown Gypsum Board" (CLANK) category, Applied horiaontelly or verticaNY and attached to stW a and bsruq pates with I-1/4 In. long Type W coarse by"Na gypsum panel steel scws spared a mak i in. Or, with 'all Screw 1 In, hon edge or board. When used In widths dher than 46 in., gypsum board to 1 be installed horlmmally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM Co USS MEXICO S A DE C V 2C. OVOOM11 BMrd• - Same es Item 28. few Bearing Wall rating - Additional layer of 518 in. thick, 4 R elle wallboard > each side of assembly, Attached to 30,49 oyer Inner layer i in. O.C. mak with 1-7/8 In. long Type W coarse thread gypsum pend steel Screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USE MEXICO S A DE C Y 2D. Gypsum BMrd• - (As an alternate to lam 2, not shaven) - Per Nonbearing Wall rating - WE In. thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 In. ling Type W wane thread gypsum panel steel across spaod a max i In. OC, with last screw, i In. from edge of board. When used In widths other than 48 in., gypsum board to be Installed horbohtelly. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTADMOD GYPSUM INC - PMR. Type C or P.P= Type K CERTAINT/ED GYPSUM CANADA DIC - PrORoc Type C or Pr*Roc Type X TEMPLE-INLAND - Type TG{ } 2E. Gypsum BMrd• - Same as Item 2D. For 7aanng Wall ring - Additional layer a1 WE In. thick, 4 R wide wallboard each side of assembly. A tarMd to Studs over inner agar 8 In. O.C, in" with 1.7/8 In. long Type W come thread gypsum panel steel Sc-. ' \(J AMERICAN GYPSUM CO - Types AGX-1, AG -C ClRTAIIREED GYPSUM Dec - P-Adc Type C or PMROC Type X \`-> CIRT14MIlD SYPSUM CANADA INC - ProRoc Type C or PmRoc Type K CTEMPLE-INLAND - Type TG -C 2F. Gypsum !lord• - (As an aitembai to Item 2, not shown) For Nonbearing Well rating - 318 in. thick gypsum peMls, with square edges, applied alther, horizontally or ven"CaIN• Gypsum panels retained to framing with 1-1/4 In. ling Type W m coae thread gypsum panel steel screws spaced a max a In. OC, with lost 2 externs 1 and 4 In. From edge W board or nalled as described in Item 3. When : used In widths of liar than 4e In., gypsum boards an to be Installed homicidally. TEMPLE-I011L2aND - GranGlaw Type X. ! TEMPLE-INLAND - Type X ComforMuam Sound Deadening Gypsum Board. 21. Wall and Partition Pada) add Ag rir• - (As an alternate to Isms 2 through 2111) - Nominal WE In. thick, 4 C E ends panels, applied vertically and secured as described in Item 2 w 2A. SIMMS MATERIALS INC - Types QuietRock ES, QuIctRock 527 C} 3. 7olltb and NMI Mande - Gypsum board joints of outer layer covand with paper tape and joint compmr 1. Nail heads Or guar layer covered with joint compound. as an alternate, nom 3132 in. thick gypsum venom plasm, may be applied to the entire llrflbde o/ OesNied veneer baseboard with joints relmorc00 with paper ape. C 4. NOW and BlerAWU- - (Optional) - Max 1 In. Mltkness glass or minsrat fiber butt Insulation. See Battle EM BlanketE• (BZ)Z) Category for demes of Classified wmparxes. 4A. PWer, SpnyNa - As an alternate to Bette and Blanked (Item 4) - Spray applied calldoes material. The Aber ie apPIIdd with water to completely nil the enclosed cavity in accordance with the application In dioM supplied with the C Product, Nominal dry dem'Iy of 3.0 Whs. Alternate application method: TM fibw n applied with U.S. Gneentrber t1C Type hot mel A.I.AD1t a0eel hve et a nominal ratio of one Pan e0heswe to 6.6 parts fiber to Completely nil the waos"d cavity in accordance with the application Instntctlon , supplied with the produCL Nominal dry density of 2.5 IvT0. (� U S GIIEENPIBER L L C - 01coon2 Stabilized or Cocoon -IRM (Fire Rated Material) 4B. RMC, Sprayed• - As an nRemdte to Batt and Mankets (Item 4) and Item M - Spray applied calnuloae Insulation (: material. The fiber Is applied with water to Interior surfaces In accordenot with the application Instructions Supplied with the Product. Applied to WmpNaily All the rnclosel cavity. Minimum dry density of 4.3 pounds per Cubic h. MU -WOOL CO INC - Cellulose Insulation C 4C. Fib,, Sprayed• - As an alternate to Batts and Blankets (Item 4) - Spray applied celWleM Ab,. The Aber Is applied with water to compW* fill the enclosed cavity In e[conlnre with the application instructions supplied with the pmdutL the minimum dry density shell s 4.30 Resum s. `I INIESNATIOMAL QLLULOSI C.1- - Celbar-RL 1\ Bring the UL Classification Mark 7- U I� D ETAI _ S.� ; JLDUL DETAILS 'r,E 1N TE�R WITH PERMISSION FRCS' LJ8-) UNDERWRITERS LABORA�f � RI T - UNDERWRITERS LABORATORIES FIRE REIARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2 LAYERS 5/8" TYPE "X" DENSGI_ASS MOIS IURE RESISTANT EXTERIOR SHEATHING USED AS SOFFII BACKER BOARD DO Nor VENT OR ---- PENETRATE SOFFIT PRF -FINISHED ALUMINUM SOFF11 AND FASCIA TO - MATCH 4it 1 HOUR RATED GA FILE LA0, RC2602 2 LAYER 5/8" TYPE "X" )LNSGLASS EXT SHLAFHING ON PORCH CFIIING CONCRETE LINTEL A 1 PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG 1-)F TAIL_ JD8SCALE: N.T.S. 20 P.T. FRAMING AT 16" U.C. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF .I 2 LAYERS 5/8" TYPE "X" DENSGI_ASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFT IT BACKER BOARD DO NOT VENT OR PENETRATE SOFT IT PRE -FINISHED ALUMINlJM SOFFIT AND FASCIA TO - MATCH r I It L - II _I II ---- 1 I I---- -- - � O L V BEAM \ J 2 AYFRS 5/8" TYPE "X" DRYWALL INSTAL I AND FASTEN PER UI DETAIL 0301 THIS SHEET H_QUR RATED GA .FILE_ NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING TEL AT PORCH BFAM -- SEE LINTFL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAL_ D SCALE: N.T.S. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOT - 2x4 P.T. FRAMING / TYPICAL PORCH OVERHANG DF SAIL_ SCALE: N.T.S. PER \ � O Q U U O z ® �-- f - F= z z z w w w w 0 U 0 0 w U U U w w W Li LL1 w F- F- F- U U U �N w `t ````��11�1111111111/ CD � � �� • '��� 'icee LLJ ILLI O z ° Z N. Li :J Q z ch • W Q0� _U 0s�� ��ri Q C:zr : o I i� O W CM -, i�- co I,- U ^W � IL , O tt Q � UD Q tell 0 /+-1 `J' Lij LTJ o _J Q zn a ~ O CQ -a LJ WCC, 0 w w LLJ ,l Ll vel I �J l I' 00 = J LLJ 0 J Lui 0 - _ Q w w Q O \,,- V) < Q `Z Ly :2 _J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 02/04/11 SD8 SHT OF