Loading...
HomeMy WebLinkAbout2201, 2205, 2209, 2213, 2217, 2221 Brookridge Trl (a)D A 8NG INDEX SHEET NO. DESRIPTION 00 C-1 COVER, INDEX, REVISIONS, M 0) 4� CD rn � , W rn BC2 BMArrrrAM"'Y HOMES UILDING COMPOSITE FIRST FLOOR PLAN � Y U-) BC3 BUILDING COMPOSITE SECOND FLOOR PLAN � o co o L- N W BUILDING COMPOSITE FRONT AND REAR ELEVATIONSCU N Q N BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS o C J BC6 BUILDING COMPOSITE ROOF PLAN 1.18 UNIT TPTH05EB FLOOR PLANS AND DETAILS OCH LAK TOWN HOM S 11d::1 C=n 1.213 UNIT TPTH05EB ELEVATIONS AND DETAILS E o 1.313 UNIT TPTH05EB BUILDING SECTION AND STAIR DETAILS, PLUMBING RISERSANFORII:) F ORIDA >_Nom v 1.4E UNIT TPTH05EB ELECTRICAL PLANS ' O .1 A UNIT TPTH02A FLOOR PLANS AND DETAILS � .� (D.0 y • M CL � Cl) 2.2A UNIT TPTH02A ELEVATIONS AND DETAILS BUI DING� - o M 2.3A UNIT TPTH02A BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER � 4)_ 'i M a) °C CZ(D� 2.4E UNIT TPTH02A ELECTRICAL PLANS o ••� o c *­10CA N0 o V> cCZ 3.1 A UNIT TPTH03A FLOOR PLANS AND DETAILS ORU U >Ow 3.2A UNIT TPTH03A ELEVATIONS AND DETAILS 0 S *7TH *6LN 0 a -'e-0 5 O■� O " (0 M 3.3A UNIT TPTH03A BUILDING SECTION AND STAIR DETAILS PLUMBING RISER •� Q> - 't rr 3.4E UNIT TPTH03A ELECTRICAL PLANS Pi 6:12 6:12 4.1 B UNIT TPTH01 B FLOOR PLANS AND DETAILS 4.26 UNIT TPTH01 B ELEVATIONS AND DETAILS 4.36 UNIT TPTH01 B BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER Z s . 0 i J W yr ,- O W o N Z • 6:12 ``\\\ `I ly w ,1 ,'. �` • �T` Gt7,� �UNITTPTH01B ELECTRICAL PLANS �•` o 2 4.4E �t 5.1 A UNIT TPTH03A H03A F L OOR PLANS AND DETAILS ze �p wCt e � p 0 N • N • W • Z • O 5. 2A - N W ^O UNIT ® '•�� z AN D DETAILS W 'd' Z • U H N Q • Q Q' 5.3 A UNIT TPTH • O 03 A BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER � � � • F— w cv ti. .. r, .... :.•.... .,. ...:. .. ... •. • ��'.:.:... 4:12UNITTPTHOELECTRICAL PLANS 5:12 5:12 u I • • �� cc ... s !. Q- Q I a:12 - V I �I P Q 6 TPTH06EA FLOOR PLANS AND DE � - i - 0 � J 1 1 1 1 _ 11 J 6.2A UNIT TPTH06EA ELEVATIONS AND DETAILS L._ ®®® ®©® ®® ®®® ®®® ®® ®®® ®®® '' - `` 6.3A UNIT TPTH06EA BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER ®®® ®®® 6.4E UNIT TPTH06EA ®®® ®®® ELECTRICAL PLAN ®®® ®®® ®® ®®® ®®® ® ®®® ®®® ® E ®® E1 E2 E3 E4 E5 E6 E7 E8 S2 STRUCTURAL NOTES 70 TPTH05E TPTH02 TPTH03 TPTH01 TPTH03 TPTH06E Z UILDING FOUNDATION PLAN 69 6� 67 66 65 ELEV. B ELEV. A ELEV. A (REV.) ELEV. B ELEV. A (REV.) ELEV. A (REV.) S3 DOWEL LAYOUT PLAN CQ S4 FLOOR FRAMING PLAN I� Q z �I v�zHM s5 ROOF FRAMING PLANConstruction Documents Conceptual Design Structural Engineer Builder &Owner I � �0 * S6 LINTEL PLAN UE-*= SD1 FOUNDATION DETAILSP"I & Project Coordination of Record V)z N w 4 SD2 GENERAL DETAILS SD3 GENERAL DETAILS M Z E- p�WH z SD4 GENERAL DETAILS TF Design, Inc. Quadra Design IIIM I ,�, W �'o x I _J ,vim a SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS � SD6 FIRE SEPARATION WALLS AND DETAILS 668 Studios Inc. �-- �' o r4 C a 5 Arroyo Dr. MONTA CONSULTING & DESIGN homes ~ o � DESIGN Melbourne FL, 32940 SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS 2171 Avenue road, Suite 302 of WMR AND ASSOCIATES, INC. w w U sDs FIRE SEPARATION DETAILS North York, Ontario MSM 4B4 Cert. of Authorization No. 9177 400 park Avenue South = TEL. (321) 288-6274 TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 suite 220 V) EMAIL: tfrost@t-f-design.com t-f-design.com info@quadradesignstudios.com Altamonte Springs, FL 32714 Winter Park, FL 32789 TEL. (407) 681-1917 TEL: (407) 599-9994 D EV�S� GENERAL DESIGN CRITERIA REV # DATE DESCRIPTION OCCUPANCY CLASSIFICATION - R3 SPRINKLER w I-- 0 APPLICABLE CODES: 120 00 07/24/12 ISSUED FOR PERMIT CONSTRUCTION TYPE - 513 FLORIDA BUILDING CODE, 2010 =O r AND FBCR 2010 o0 � DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010 Z I— A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w 3�: O B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 12 O J C) DECKS _ 40 PSF LIFE SAFETY CODE NFPA 101, 2009 =O Nt D) STAIRS 40 PSF w o E) ROOFS - 20 PSF NEC, 2008 FLORIDA ENERGY CODE 2010 FBC v < z NFPA 13R 2007 — WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) NFPA 72 2007 � _ 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH � Q UO 2) NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT &AREA CALCULATIONS IL BUILDING CATEGORY = II DESIGN DRAWN QUADR TJF/AT 3) WIND EXPOSURE (ALL SIDES) = B CHECKED WMR 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 C� - -. BUILDING HEIGHT = 2 STORIES DWG.No. 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS O SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: JOB No. 2010/205BUILDING AREA SCALE -- FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF AS NOTED FOR ROOF LOCATIONS: 42 PSF, 33 PSF FIRST FLOOR WITH GARAGES 8,176 SQ. FT. DATE 07/24/12 (-) (+) SECOND FLOOR 7,166 SQ. FT. TOTAL AREA 15,342 SQ. FT. 2 1-27 C.1 SHT 1 OF 20 Lu C, �rrM L.L LL C) ER „ c�r CL UI L.. Al 6:12 6' 7 6:12 Z s . 0 i J W yr ,- O W o N Z • 6:12 ``\\\ `I ly w ,1 ,'. �` • �T` Gt7,� �UNITTPTH01B ELECTRICAL PLANS �•` o 2 4.4E �t 5.1 A UNIT TPTH03A H03A F L OOR PLANS AND DETAILS ze �p wCt e � p 0 N • N • W • Z • O 5. 2A - N W ^O UNIT ® '•�� z AN D DETAILS W 'd' Z • U H N Q • Q Q' 5.3 A UNIT TPTH • O 03 A BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER � � � • F— w cv ti. .. r, .... :.•.... .,. ...:. .. ... •. • ��'.:.:... 4:12UNITTPTHOELECTRICAL PLANS 5:12 5:12 u I • • �� cc ... s !. Q- Q I a:12 - V I �I P Q 6 TPTH06EA FLOOR PLANS AND DE � - i - 0 � J 1 1 1 1 _ 11 J 6.2A UNIT TPTH06EA ELEVATIONS AND DETAILS L._ ®®® ®©® ®® ®®® ®®® ®® ®®® ®®® '' - `` 6.3A UNIT TPTH06EA BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER ®®® ®®® 6.4E UNIT TPTH06EA ®®® ®®® ELECTRICAL PLAN ®®® ®®® ®® ®®® ®®® ® ®®® ®®® ® E ®® E1 E2 E3 E4 E5 E6 E7 E8 S2 STRUCTURAL NOTES 70 TPTH05E TPTH02 TPTH03 TPTH01 TPTH03 TPTH06E Z UILDING FOUNDATION PLAN 69 6� 67 66 65 ELEV. B ELEV. A ELEV. A (REV.) ELEV. B ELEV. A (REV.) ELEV. A (REV.) S3 DOWEL LAYOUT PLAN CQ S4 FLOOR FRAMING PLAN I� Q z �I v�zHM s5 ROOF FRAMING PLANConstruction Documents Conceptual Design Structural Engineer Builder &Owner I � �0 * S6 LINTEL PLAN UE-*= SD1 FOUNDATION DETAILSP"I & Project Coordination of Record V)z N w 4 SD2 GENERAL DETAILS SD3 GENERAL DETAILS M Z E- p�WH z SD4 GENERAL DETAILS TF Design, Inc. Quadra Design IIIM I ,�, W �'o x I _J ,vim a SD5 AREA SEPARATION/ FIRE WALL SPECIFICATIONS AND DETAILS � SD6 FIRE SEPARATION WALLS AND DETAILS 668 Studios Inc. �-- �' o r4 C a 5 Arroyo Dr. MONTA CONSULTING & DESIGN homes ~ o � DESIGN Melbourne FL, 32940 SD7 ARCHITECTURAL WALL SECTIONS AND DETAILS 2171 Avenue road, Suite 302 of WMR AND ASSOCIATES, INC. w w U sDs FIRE SEPARATION DETAILS North York, Ontario MSM 4B4 Cert. of Authorization No. 9177 400 park Avenue South = TEL. (321) 288-6274 TEL: (416) 322-6334 222 S. Westmonte Dr. Suite 100 suite 220 V) EMAIL: tfrost@t-f-design.com t-f-design.com info@quadradesignstudios.com Altamonte Springs, FL 32714 Winter Park, FL 32789 TEL. (407) 681-1917 TEL: (407) 599-9994 D EV�S� GENERAL DESIGN CRITERIA REV # DATE DESCRIPTION OCCUPANCY CLASSIFICATION - R3 SPRINKLER w I-- 0 APPLICABLE CODES: 120 00 07/24/12 ISSUED FOR PERMIT CONSTRUCTION TYPE - 513 FLORIDA BUILDING CODE, 2010 =O r AND FBCR 2010 o0 � DESIGN LIVE LOADS (MINIMUM) FLORIDA PLUMBING CODE, 2010 Z I— A) FLOORS - 40 PSF FLORIDA MECHANICAL CODE, 2010 w 3�: O B) BALCONIES - 60 PSF FLORIDA FIRE PREVENTION CODE, 2010 12 O J C) DECKS _ 40 PSF LIFE SAFETY CODE NFPA 101, 2009 =O Nt D) STAIRS 40 PSF w o E) ROOFS - 20 PSF NEC, 2008 FLORIDA ENERGY CODE 2010 FBC v < z NFPA 13R 2007 — WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) NFPA 72 2007 � _ 1) ULTIMATE DESIGN WIND SPEED (VULT) = 139 MPH � Q UO 2) NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH HEIGHT &AREA CALCULATIONS IL BUILDING CATEGORY = II DESIGN DRAWN QUADR TJF/AT 3) WIND EXPOSURE (ALL SIDES) = B CHECKED WMR 4) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = (+/-) 0.18 C� - -. BUILDING HEIGHT = 2 STORIES DWG.No. 5) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS O SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: JOB No. 2010/205BUILDING AREA SCALE -- FOR WALL LOCATIONS: (-) 48 PSF, (+) 36 PSF AS NOTED FOR ROOF LOCATIONS: 42 PSF, 33 PSF FIRST FLOOR WITH GARAGES 8,176 SQ. FT. DATE 07/24/12 (-) (+) SECOND FLOOR 7,166 SQ. FT. TOTAL AREA 15,342 SQ. FT. 2 1-27 C.1 SHT 1 OF 20 Lu C, �rrM L.L LL C) ER „ c�r CL UI L.. Al TPTH05E WELEV. TP0301TTPTH06E ELEV. B'A' 9ELEV.A`'(REV.) 67 ELEV. 'B' 66 ELEV. 'A' (REV.) 65 ELEV. 'A' (REV.) 6 UNIT FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS BUILDING FIF\,ST FLOOD1\60 PLAN 7pr--"hLAN 3/1699 = 1'-4" WALL SYMBOLS LEGEND ® INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EOUIVELANT THICKNESS z O z �= w n _ r U U ~ V w o� Li w U e CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 3� w � o Z V • 01 Z Z •GV ;W Qf ® N ItiaLl;1 Z 04W 'd'uce)e' a4k 2 S D 'mss s �Z • • �. •••..yy..��.� ® O � 0 � 14 '� O �ONW�ca CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 3� Ln Z ® 2 C4H� c;d t" oLf' o� ® O � 0 � 14 -� 00 �ONW�ca 0 Z _ --• cf)LJ = o 12 00 v� o O w. = I� a E'C\2a F- z U Ocn W w0 O I� � O W _ =Y� o vl ( D I� I L CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 3� Ln 2 O O cf)LJ = o 12 00 o0 = I� z w0 O O� � O =Y� o Q� LLI H Q O J m DESIGN 1 DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF 3� 70 EPTV. 05B, 69 EPEV02A, 68 EPEVO A' (REV.) 67 IPEVB,-9E'ETV03A' (REV.) 65 ELEV06A' (REV.) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS D PENETRATIONS THROUGH U373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 z� FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 6 UNIT 113"UILDINU" SECOND FLOOR PLA'll 3/16" = 19-099 IWALLSYMBOLS LEGEND INDICATES 2 HOUR PARTY WALL - SHAFT LINER SYSTEM UL U373. INSTALL ® PER MANUFACTURERS SPECS CONTINUOUS FROM TOP OF 2 HOUR CMU PARTY WALL BELOW, BETWEEN FLOOR TRUSSES, CONTINUOUS TO UNDERSIDE OF FIRE RETARDENT ROOF SHEATHING SEE WALL SECTION 1/SD6 INDICATES 1 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE WALL SECTION 4/SD8 w Q 0 z O F— n ry U V) w 0 Lj VZ Kr 04 N o ®�%: ;, � . LSI . a ..et - o w c� z 0 O �►•,pCr �I 00••••••O�V♦,♦ um J �3 0 L Q ® Q owc� � v� z E- E -0 z "E0zv� LL �w r01 V c00O Z ►�0-4zx cl AES oWFz ® Lew =o 0 z0 oa�a o F U w Ld y Ld^ N L Q0 2 0 cn = w 00 _ :z4z DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 Nz � w� � � O LLJ Ljj Q ck-- O m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -3 6:12 it ILE■I 6:12 6:12 0 0 0 0 m x x x x m i0 i0 ......... Li {: ............ . F. .W'-------------- - a r. EA00 TPTH06E j'T"3 LP TH01 TPTH0�-TT H02 PTH0565 66 67 68 A' REV. 69�ELEV�gjELEV.BELEV.. ' ' A (REV.) ELEV. A (REV.} ELEV. B ELEV. ( ) REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR 0 I 00 W Q Z O_ F- n ry U 0 W '''1 (I-'T"��-TPT"� TPT03TPTH01TPTH03TPTH06E�� ELEV.BELEV.A' 68 ELEV. 'A' (REV.) DELEV. 'B' 66 ELEV. 'A' (REV.) EELEV.A'' (REV.) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: HOUSE ADDRESS NUMBERS TO BE MOUNTED ON FRONT ELEVATION SO THAT THEY ARE CLEARLY VISIBLE FROM THE STREET PER FBC2010 R319 f--& 6 UNIT BUILDING 3/16" = 1'-0" FRONT AND RITAR, ELEVATIONS W Z z 0W 111) Q0 Ln "aex"sc Z OITA9 9000 a r. EA00 TPTH06E j'T"3 LP TH01 TPTH0�-TT H02 PTH0565 66 67 68 A' REV. 69�ELEV�gjELEV.BELEV.. ' ' A (REV.) ELEV. A (REV.} ELEV. B ELEV. ( ) REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TOP OF MASONRY TOP OF WINDOW FIN. GROUND FLOOR 0 I 00 W Q Z O_ F- n ry U 0 W '''1 (I-'T"��-TPT"� TPT03TPTH01TPTH03TPTH06E�� ELEV.BELEV.A' 68 ELEV. 'A' (REV.) DELEV. 'B' 66 ELEV. 'A' (REV.) EELEV.A'' (REV.) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS NOTE: HOUSE ADDRESS NUMBERS TO BE MOUNTED ON FRONT ELEVATION SO THAT THEY ARE CLEARLY VISIBLE FROM THE STREET PER FBC2010 R319 f--& 6 UNIT BUILDING 3/16" = 1'-0" FRONT AND RITAR, ELEVATIONS W Z z 0W 111) Q0 Ln DESIGN z 0 W z cit Q�ZE- U rn "w I Z O� A E- E-1 Z '-;I z o Cn Z E— od`4W�z z pq O U DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -4 Z c/) 3:V) W oho =w U moi a= •^ 0 �ao1 m J m DESIGN z 0 W z cit Q�ZE- U rn "w I Z O� A E- E-1 Z '-;I z o Cn Z E— od`4W�z z pq O U DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -4 8:12 Nl 6:12 70 TPTH05E ELEV. 'B'D' LEFT END ELEVATION 6:12 6:12 Es WALKWAY 'B' WINDOW AT GARAGE s•,2 TOP OF PLATE TOP OF WINDOW FIN. SECOND TOP OF FIN. GROUND FLOOR FIN. GRADE o �I I co i� Ld a 0 Z O_ a- ry U V) LTJ FOR ELEVATION NOTES DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS@!E'L-E-VLi (REV.) ♦ `�` :•a•001 ••aa••vN, RIGHT END ELEVATION `�w o ••'�'= W cn w Z o i W W sZ .a Q< Z UNIT BUILDINGLEFT ANDll HT ENDjPXM'b�bl9It§6 ELEVATION -0 . � ®?o_ u, . Z � ••C,-i*a s�sirisA►eee —1 o LL - E2 WALKWAY ELEV 'A' WINDOW AT GARAGE 6:12 6:12 6:12 EaWALKWAY 'B' SHUTTERS TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 I � a 6:12 0 cn Ln z Z Z EM- ®0 e _ 2 63 77 .. UDzH��� ILS J� Znw w c) E- zo 0 = C', W C�2 r~ Iz ~ F V) W :ELECTRIC METER., E3 NICHE (SEE 12 ` ..DETAIL) _�cTRrc. i,�'FE Es WALKWAY 'B' WINDOW AT GARAGE s•,2 TOP OF PLATE TOP OF WINDOW FIN. SECOND TOP OF FIN. GROUND FLOOR FIN. GRADE o �I I co i� Ld a 0 Z O_ a- ry U V) LTJ FOR ELEVATION NOTES DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS@!E'L-E-VLi (REV.) ♦ `�` :•a•001 ••aa••vN, RIGHT END ELEVATION `�w o ••'�'= W cn w Z o i W W sZ .a Q< Z UNIT BUILDINGLEFT ANDll HT ENDjPXM'b�bl9It§6 ELEVATION -0 . � ®?o_ u, . Z � ••C,-i*a s�sirisA►eee —1 o LL - E2 WALKWAY ELEV 'A' WINDOW AT GARAGE 6:12 6:12 6:12 EaWALKWAY 'B' SHUTTERS TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 I � a 6:12 Es WALKWAY 'B' E� FRONT ENTRANCE 'A' SHUTTERS CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY UNIT BUILDING ENTI�Y SIDE 3/16 99 = 19-099 S �? 6:12 Es WALKWAY 'A' SHUTTERS WALL ELIF-iVATION5 0 cn Ln z Z Z EM- ®0 e A 000 O F CCnn�� 77 UDzH��� 0 Znw w c) E- zo 0 = C', W C�2 r~ Iz ~ F V) W LLJ L,J E3 12 _�cTRrc. i,�'FE Es WALKWAY 'B' E� FRONT ENTRANCE 'A' SHUTTERS CROSS SECTION & SIDE ELEVATION AT PORCH & WALKWAY UNIT BUILDING ENTI�Y SIDE 3/16 99 = 19-099 S �? 6:12 Es WALKWAY 'A' SHUTTERS WALL ELIF-iVATION5 DESIGN 0 cn Ln z Z Z EM- ®0 e A 000 O F CCnn�� 77 UDzH��� 0 Znw w c) E- zo 0 = C', W C�2 r~ Iz ~ F V) W LLJ L,J cn DESIGN O d' Ln Z EM- E- z A 000 O F CCnn�� 77 UDzH��� 0 Znw w c) E- zo 0 = C', 0 C�2 O U Iz V) = 12 00 Z Z w � O F.—O F- Ld U LiJ _n �CL a �om DESIGN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF AWN BC -5 O d' Z EM- E- z A 000 O F CCnn�� UDzH��� 0 Znw w c) E- zo 0 = C', C�2 O U CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF AWN BC -5 00 I L0 21'-0" - 20'-0" 20' 0" 20- ' 0" 20'-0" 21'-0" 4' 0„ 4, 0„ 4'-0„ 4'-0„ 4 -0„ 4'-0„ 4'-0" 4'-0„ --—————— — — — — — � ----------------------------- - -- — — — — —- _- _————————--_——————— -------------- ----- —f-- — t—=----------------- f —< i —_ ....—--------------------- —� -— — T / / / / l / / / PROVIDE FIRE RETARDENT ' / / PROVIDE FIRE RETARDENT --- r+ r r PROVIDE FIRE RETARDENT PROVIDE FIRE RETARDENT / / -1PROVIDE FIRE RETARDENT / / / / , 1 �}` / ��/ / / / TREATED PLYWOOD SHEATHING / / / / TREATED PLYWOOD SHEATHING ( / / / / / TREATED PLYWOOD SHEATHING \, TREATED PLYWOOD SHEATHING/ / / / / / / I TREATED PLYWOOD SHEATHING I / / I MIN. 4'-0" EACH SIDE OF I / / / / MIN. 4'-0" EACH SIDE OF / / MIN. 4'-0" EACH SIDE OF / / // / / / /� MIN. 4' 0" EACH SIDE OF /' / / / / / MIN. 4'--0" EACH SIDE OF NTERLINE THE PARTY WALL CENTERLINE / / // / THE PARTY WALL CENTERLINE / / / // / / �� THE PAR1Y WALL CENTERLINE V / // / THE PARTY WALL CENTERLINE / // // //�TNO PENETRATPARTY LONSEALLOWED NO PENETRATIONS ALLOWED / / NO PENETRATIONS ALLOWED / / r / NO PENETRATIONS ALLOWED / r NO PENETRATIONS ALLOWED / r / / / / / / / / ' / WITHIN THIS ZONE / // / / / / WITHIN THIS ZONE / / r / // / WITHIN THIS ZONE WITHIN 1HIS ZONE WITHIN THIS ZONE / / / I / / / / � / / / � \ 1 I / • / / / _,c_1--� 1 I r r / r / �I -.--I I r / r / / / / � ( r r / r / r a � I / // / / / D6 PROVIDE OFF—RIDGE VENTS AS REQUIRED PER CODE TYP PROVIDE OFF—RIDGE VENTS AS REQUIRED PER CODE TYP 1-1 Ll / 7 (V / / / / / / / / ` / , / / / / Y CONCRETE TILE k00F INSTALLED PER / / / CONCRETE TILE ROOF INSTALLED PER r / / CONCRETE TILT ROOF INSTALLED PER MANUFACTURERS SPECIFICATIONS / r' r / r/ '' — MANUFACTURERS SPECIFICATIONS N / // /// r ' r/// MANUFACTURERS SPECIFICATIONS 8 12 CLLL/ / / //N / / f i CONCRETE TILE k00F INSTALLED PER /' /� I / / / a \ MANUFACTURERS SPECIFICATIONS i 612 4 V\\ 4'12 6.12 6�x / / /'/ / / 6:12 6:1'Z b / / / / / / // / / % / / / //< / / / / 1 // `/ // ; / ( // r/ / // / l 6:12 6� /r r it rX / // // r" /% / // / / 4 ;� r 12 / 6 1 / / / �.S/" D.S. 4 /� / / / / / / / / / �_ LJ / J / / / / / N SD D.S. D.S. PROVIDE OFF—RIDGE VENTS / / / / / D.S % _ 6:12 AS REQUIRED PER CODE TYF�---.. 6111 26:12/---- �r C &D8 r // - / /1 6i/ 6:12 I r c� V / 4'-6" D.S. 4 4 L ----------Lt D6 6:12 I 4 I / / / D6 a' 4'-3„ SD6 U r (4/ / // // / Q A -- /�_/1 D.S. m 2 I 410" 12" 122'-0" 2 6:12 6:12 1 A2 I / 4 / 1 12 Ali/; ---------------- { 7/ /I 2" 4'-0 `iu D.S. �--' " / -------- ----------------- �1 (I-j_ PTHO2 TPTHO3 TPTHO1 WELEV TPHO6E�� ELEV. BELEV. AELEV. A(REV.) ELEV'B' . 'A' (REV.) 65 ELEV. 'A' (REV.) LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2010 SECTION R318.6 6 UNIT BUILDING R'00F PLAN 3/16 99 - 19-V ROOF SYMBOLS LEGEND ® INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF—RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC-R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 %%IIIIIfill/ !! Li •• �� z ••• d' LL b ; N "` • • Z N W Q LLJ 1-- — W Rr _ - �- U Q -C.) G OE Na Z '�••J • G�2M v_ D T� a J 3 O LL CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 � g 0 D 0 CO = o :2 00 IU z wC)� :2o 0 =Y� o Q Q J m DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE SHT OF BC -6 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. w0 8 STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, zZ 1 _ o T w U � z la i N 1 DW W 1 w z O E\9'\ FOYERJ ,' TILF' = = 3 O w _ V) w o f v Ex Nc_n _-_..._ O o w 0 1s 1 w c� �I r J w m o� �IN V) z 0 Z V) o FLOORING A Q U V) o' Q a aO a z Q z = ~ 2 0 Y U o wo O a xaf w F oo 0O 0 a = Q D Q J w� 8" DROPPED H CD _00 U 1 nZ O 3 z Q } 0 z z O O O 0 z w w r m N 1B 3 0 O O o_ YES FOR 1 HR RATED WALLS g 1C W17 2050 SH FRAME SINGLE HUNG 24" 60" 241"1604" -10032' 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 274" 63j" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 1" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO STRUCTURAL ENGINEERS SPECS. W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63" 16.19 YES © W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27'x" 47j" 08.81 NO THE LOWEST PART OF THE CLEAR OPENING TO THE W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 48j" 12.00 NO 3.) W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES AT ANY POINT W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72 18.00 YES 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48" 63" 21.00 YES HANDRAILS TO MEET REQUIREMENTS FOR W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL &WALL & CEILING GARAGE AN�������GARAGE AND LIVING O SPACE "X" SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 5/8" TYPE 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 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 o60"x42"x20 SOAKER TU -- w0 8 STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, zZ 1 _ o T w U l,- z la i N 1 DW W 1 BATH OASIS 2 E\9'\ FOYERJ ,' TILF' C14SIN Oj N U J Q 12'-1 11 = 11 _ ^N r - _I w o f v Ex w 0 _-_..._ O 1-. Q m 'n AN UNDER WASHER T 1s 1 W57 c� �I r J w m I.-w� 0 �IN V) z 0 a w Z V) o FLOORING A N W®0 W OW98 LL) Q a U a m z Q 1 O = ~ 2 0 Y U O w o w F :D C? 0O 0 3 = ® Cn Z x li w (n O z 8" DROPPED O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS I 6 1 A 2'-8" 8'-0" 1 R4 3'-2" / \ 2 5'-5"IL - r m N 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1C 3'-0" 6'-8" 1 R4 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O ADD TRANSOM / ELEVATION -10032' 1D 3'-0" 8'-0" 1 R4 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR TEMP GLASS FRENCH 18 LT DOOR(o 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS N STORAGE -5" D 2'-8" 6'-8;' 1 3'-1" O PROVIDE MIN. R-11 BATT INSULATION IN INTERIOR DOOR 8' CLG. TYP. EGRESS ® 2'-8" 8'-0' 1 ROOF BELOW ING� 1 �`' INTERIOR DOOR 9' CLG. TYP. O3 2'-6" 6'-8" 1 REQUIRED BY CALAULATION 5/8"TYPE "X" I- - - NDER INTERIOR DOOR 8' CLG. TYP. 3'-2„ 3,_2., 3>-7" 2'-6" 8'-0" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 7'-0" INTERIOR DOOR 9' CLG. TYP. 2'-41j" ® 2'-4" 1 1" j 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. INTERIOR DOOR 8' CLG. TYP. AT BASE) EQUALLY SPACED & ANCHORED ® 2'-4" 8'-0" 1 E� STRUCTURAL ENGINEERS SPECS. INTERIOR DOOR 9' CLG. TYP. 0 2'-0" 6'-8" 1 ­I GARAGED INTERIOR DOOR 8' CLG. TYP. 5� 2'-0" 8'-0" 1 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE I O INTERIOR DOOR 9' CLG. TYP. n� © 2'-2" 6'-8" 1 I FOLLOWS I I I I I INTERIOR DOOR 8' CLG. TYP. MIN. TREAD = 10" © 2'-2" 8'-0" 1 7'0" O.H. DOOR ---- INTERIOR DOOR 9' CLG. TYP. �m O7 1'-6" 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" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) INTERIOR DOOR 9' CLG. TYP. 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 Co I b It N r -IN I0 0 0 r I LO 0 T N 0" 5'-8" 10' 0" PATIO 10'-0"x 10'-0 CONCRETE 6080 PA 10 DOOR 20'- 11 5'-4" A 3 1 SD_ AC TEMPERED W53 W53 " GLASS W57 W57 fi � W55 HIGH FG. WINDOWw GATHERING ROOM BEDROOM 3 PERIMETER o m F. A. Z I� -1 PASS THRU - - - F. A. w _ s 00 C14 F- o60"x42"x20 SOAKER TU -- w0 8 STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, zZ 1 _ o T J 1 I l,- z la i N 1 DW W 1 BATH OASIS 2 E\9'\ FOYERJ ,' TILF' C14SIN Oj N U J Q 12'-1 11 = 11 _ ^N r - _I w o f v Ex TILE _-_..._ O 1-. Q m 'n AN UNDER WASHER T 1s 1 W57 . �I 66"x30" t 1_ 1 1 I.-w� 0 �IN r ISLAND c° L J 0 D FLOORING A N W®0 W OW98 42" HIGH KNEEWALL W/-1 PTD. PINE CAPPED 3� INSULATION, 1/2" INTERIOR DRYWALL FINISH, O a m Q=� 5'-6" Z HIGH FG. 5'-6" 3'-4" 7'-1" 2'-6j„ o 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF � 0 Ln �SEE W I D I DRAWINGS 3 ® 0 m Q r BY CABINET f UP 17R 8" DROPPED �T�T' , -j�' EQUIVALENT THICKNESS. CONTRACTOR TO MFR FOR I 1 0 PAN. OF WALL. 1x2 PRESSURE TREATED Co 1 KITCHEN CABZ I 6 w m w r. 73 w 9 3 METER LOC. LINE OF SYNTHETIC STONE WAINSCOT 2' 16'-4" 20'-0" FIRST FLOOR PLAN 1/4 11-019 -2" b T - - - - - - - MST R SUITE CARPET I I II I Wit° I I I C I I I I /r 9 HIGH COFFER �� i� T_3 �0 BEDROOM 3 PERIMETER o m F. A. Z I� -1 PASS THRU - - - F. A. - _------ " w0 � STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, zZ u' IV J 1 I l,- z la W97 N 1 DW W 1 EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM E\9'\ FOYERJ ,' TILF' MICROWAVES LOCATED ABOVE A COOKING Oj N U J Q 12'-1 11 = 11 _ ^N r - _I w o f v 1 1 o Z _-_..._ O 1-. Q m 'n AN UNDER WASHER KITCHEN 1s 1 W57 . EVERY 1000 S.F. BRACING IN ACCORDANCE 66"x30" t 1_ 1 1 I.-w� 0 �IN r ISLAND c° L J 0 D FLOORING A N W®0 W --I 00D I HER INSULATION, 1/2" INTERIOR DRYWALL FINISH, O a m Q=� 5'-6" Z IS LESS THAN S-0" i ` ' o 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF � 0 Ln �SEE W I D I DRAWINGS 3 ® 0 m Q CONCRETE BLOCK WALL REINFORCED PER BY CABINET f UP 17R 8" DROPPED �T�T' , -j�' EQUIVALENT THICKNESS. CONTRACTOR TO MFR FOR I 1 0 PAN. OF WALL. 1x2 PRESSURE TREATED Co 1 KITCHEN CABZ I 6 w m w r. ELEVATIONS I I a 3'-2" / \ 2 5'-5"IL - r m N I I SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) LO it Ln DINING ROOM U -)I I I 4>, -�- TI LI 7 O MIRROR U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O PWD -10032' 0 N PROVIDE 2x4 SPF#2 BOTTOM PLATE & 32' ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR rl10o DOOR(o VAULTED 0j" I I ----- I 1 I 1 1.. 11�3> PRE-ENGINEERED ROOF TRUSSES BY TRUSS N STORAGE -5" CEILING MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR 3'-1" O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED OVERESUBFASCIAEXCEPT ) EGRESS SLOPED I I ACEI I HWT) r�Ioo �I iv ROOF BELOW ING� 1 �`' 11 PROVIDE III - - _I PROVIDE 1 11 PAN ARCH TOP REQUIRED BY CALAULATION 5/8"TYPE "X" I- - - NDER ARRIER 3'-2„ 3,_2., 3>-7" DRYWALL UNDER STAIRS I L _ _ j WT WALL TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 7'-0" L_____J 2'-41j" ELECTRIC WINDOW j 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. PANEL AT BASE) EQUALLY SPACED & ANCHORED 1.) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER E� STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 3 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # ­I GARAGED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE LINE OF FLOOR ABOVE &Ia WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE I O OPENING = 24" n� N 4.) STAIR DIMENSIONS SHALL BE AS I FOLLOWS I I I I I MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR _ 16'0" 7'0" O.H. DOOR ---- " �m FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, 2' 16'-4" 20'-0" FIRST FLOOR PLAN 1/4 11-019 -2" b T - - - - - - - MST R SUITE CARPET I I II I Wit° I I I C I I I I /r 9 HIGH COFFER �� i� 0 0 of T_3 �0 BEDROOM 3 PERIMETER o m (n CARPET PTD. PINE HIS Iz 5/8" PTD. PINE w0 � STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, zZ w IV U 3 W I C. z la W97 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE W 1 EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING Oj PROVIDE 11 = 11 _ 16 W. I C. 1 1 o Z 3/4" -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS BEDROOM 2-2068 2131 'n AN UNDER WASHER II o NAILING SCHEDULE) PROVIDE DRAFT STOPPING W57 . EVERY 1000 S.F. BRACING IN ACCORDANCE z -FOLD WITH TPI/WTCA SCSI. (1/4') PANEL TYPE O r OOf SHEATHING, 2x4 STUDS 0 16" O.C. TO �- FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL SCALE AS NOTED W®0 W w 11 I HER INSULATION, 1/2" INTERIOR DRYWALL FINISH, O -OPT. PP_ERS j Q=� RATING OF 1 HOUR WHERE LIMITING DISTANCE m OIC-- IS LESS THAN S-0" W I C 18 0 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 W I D I SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED 3 ® PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER 0 0 ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 8" DROPPED �T�T' , -j�' EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED Co 1 BULKHEAD C TILEI X w m w 4'-8" 5'-2" 3'-2" / \ 2 5'-5"IL - 0 0 of 00 v [-0-- > Ov 0 0 4 9,_14„ 1 �10 BATH 0 TILE o' N I OPT. TUB & OPT. 54" 5" BASE CABINET r7 T ---7 �Q II OPT,11- ---� O= 111�PPEJ 1 _ L ICV w W M: -- C a z 1.1 J3 CL w v 1' z z J o AHU c -- 0 0 =oWALK-IN 6 LINEN 14 3 3, 4 2'_ j" 00 ;,7R 1DN NT C eI\ z3JU xILL Q air -o- O OLJ �Q woOfm 00 Liw Ln (n N Q 0 sco I T_3 �0 BEDROOM 3 PERIMETER o m (n CARPET PTD. PINE LEDGE 5/8" PTD. PINE w0 � STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, zZ w IV U 3 ----- ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING W97 RANGE HOOD VENTED TO EXTERIOR AND 00 v [-0-- > Ov 0 0 4 9,_14„ 1 �10 BATH 0 TILE o' N I OPT. TUB & OPT. 54" 5" BASE CABINET r7 T ---7 �Q II OPT,11- ---� O= 111�PPEJ 1 _ L ICV w W M: -- C a z 1.1 J3 CL w v 1' z z J o AHU c -- 0 0 =oWALK-IN 6 LINEN 14 3 3, 4 2'_ j" 00 ;,7R 1DN NT C eI\ z3JU xILL Q air -o- O OLJ �Q woOfm 00 Liw Ln (n N Q 0 sco I 1/4 1 2' 5" HALLWAY ART NICHE Nil 0 III's OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER 368" OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2142 SF PTD. IV - ----- ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE W 1 EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS w l APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES T&G SUB ON PRE-ENGINEERED 1 1 C) :2JLr) 3/4" -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS BEDROOM 2-2068 2131 MANUFACTURER. (SEE STRUCTURAL ENGINEERS J w J 3z =a NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED -FOLD WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR r OOf SHEATHING, 2x4 STUDS 0 16" O.C. TO CARPET FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL SCALE AS NOTED W®0 W ENGINEERS SPECIFICATIONS) R13 BATT I 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 S-0" DCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 0 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. -IC4 PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER 0 0 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 Co 1 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 _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) 0 0' m RATED CONTINUOUS FROM TOP OF MASONRY 4>, -�- i 12' r- - --I 1 00 w IL10 a U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 0 N PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR I DRYWALL BOTH SIDES OF STUDS. VAULTED 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 CEILING MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND SOFFIT WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED OVERESUBFASCIAEXCEPT ) EGRESS ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE ROOF BELOW 11 VJ27 36X74 W27 11 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ARCH TOP REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 3'-7" 3'-5" 3'_34" 3'-2„ 3,_2., 3>-7" ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 7'-0" 13'-2 INTERIOR STAIRS -SITE BUILT FBC 2010 1/4 1 2' 5" HALLWAY ART NICHE Nil 0 III's OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2142 SF PTD. WINDOW CASING Q PTD. BASE BOARD CONSTRUCTION NOTES (Unless Otherwise Noted ELEV. 'B' 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 14 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, 2142 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND Q RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE W 1 EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS w l APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES T&G SUB ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS C) :2JLr) 3/4" -FLOOR FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER =a NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED 0 WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR r UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO CHECKEDTJF FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL SCALE AS NOTED W®0 W ENGINEERS SPECIFICATIONS) R13 BATT I EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH, 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" DCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 0 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 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 U373 AND INSTALLED PER MANUFACTURERS 3 BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. O 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 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND SOFFIT WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED OVERESUBFASCIAEXCEPT ) FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 0 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 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 HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 0 7 MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL &WALL & CEILING GARAGE AN�������GARAGE AND LIVING O SPACE "X" 5/8" TYPE DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS F/NISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. 0 INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTI RODS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI Z765-200,3) 2'-6" COUNTERTOP KITCHEN CABINET SIN 0 I N A K I TC H E N SCALE 2:1 PREP. ISLAND AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF Ld Q a_ Lli 1.1B m w I � Z wiz C\2 E LO 4d v� z CI1 O� Q 0 Z � Zp ACn LiJ W 1 �� 0 Li � E-4 W Z w l OL a In Z E- >-< L,J C) :2JLr) o-!iQWEz J D =a F- F- t 0 o a N a WCQ O t� DESIGN r QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED W®0 W Z I 1.1B m w I � Z Q Z LiJ W 1 0 Li � w l 0 >-< L,J C) :2JLr) D =a F- j]:f Q O a - CL :2 J F - DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 1.1B B6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6.1 V.11� 6:12 1"x6" RAISED STUCCO - PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6:12 MMA 1"x6" RAISED STUCCO l r' SILL / PLASTER W 9.- 2. .... SMOOTH FINISH - 6:12 PROVIDE CONTROL JOINT------------- . .. - PRECAST A T STUCK ON STONE VENEER FEI❑n- 1' 6" N 0 I _ LO -- N 3/4" RECESS L__ [SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS SIDE ELEVATION "B" 1/4„ _ 1'_p.. VARIES 3". 7" 3 ISCALE 2:1 I W o 10" WIDTH 7" WIDTH z SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2'- 4" ELEC METER SECTION AT METER NICHE 1/2" NOM. STUCCO BLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA, CONDUIT TO LIN THROUGH CMU OLLOW CORE W I— Q RIDGE LINE WHEN PAIRED W/ TH02 6:12 12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM 2"x3" RAISED STUCCO PLASTER z W/ SMOOTH FINISH (TYP) HEADER TRIM W/ SMOOTH FINISH O ABOVE 1"x7" RAISED STUCCO 6:12 PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) TOP OF PLATE U (n 1"x6" RAISED STUCCO OP OF WINDOW w PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2$ 44 o o 14"x44" PREFORMED STUCCO �'. PANEL SHUTTERS (SEE N N . I DETAIL) o I 00 rl 1"x6" RAISED STUCCO 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH PLASTER SILL W/ SMOOTH FINISH (TYP) FINISH (TYP) 6• FIN. SECOND FLOOR „ RAISED STUCCO - - PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) - 1"x6" RAISED STUCCO PLASTER TRIM BANDS W/ SMOOTH FINISH 6"WIDE x18 1/2" HIGH x TOP OF WINDOW7. 18 1 UR PROJ. PTD. SMOOTH FINISHED WINDOW AND POLYURETHANE BRACKET DOOR SURROUND DETAIL WITH eee .•••••°••. NO. BL2955 BY SPECTIS OR EQUAL (TYP.) FLAT HEADER (SEE DETAIL) @�0 le �o••�t% 1/2" STUCCO PLASTER - '� Z 0 co N • Q c� FINISH (Ground FI. TYP.) pj V �; ~Q ,0 = Com} p �. co ° _ a c� z ' 5"x3" PREFORMED STUCCO Y , WATER TABLE (SEE '�' °••• •••°•°e� _J2J �� P� �• DETAIL) PRECAST STUCK -ON FIN. GROUND FLOOR STONE VENEER O FIN. GRADE 00FRONT ELYEVATION 3 19 B 99 1/4" = 1'-C ;~ W QZpwco I- Lo C:d�z�a o� V) O� A c�O vi I�NWz 0C, 20 U] 4 n H .1 i/] W w 6:12 ~ 0 E— CQ Z W C�2 o LjW W 6:12 N REAID R ELEVATION99 1/4 1 -0 TOP OF PLATE TOP OF WINDOW 7/8" STUCCO — PLASTER FINISH (2nd FI. TYP.) — 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER FIN.(TS-ECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED — DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO — PLASTER FINISH (Ground FI. TYP.) FIN. GROUND FLOOR FIN. GRADE 0 I n 0 I co a I 00 I 0 SHT OF 1.2B 7 e--,) 3 m I W o z 00 o0 zQ > w W �0w 0 =wl Y o Q W —1 Ln Ld Q 0 = 0 �-- U �__ a o - � � a DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 1.2B 42" HIGH KNEEWALL W/ PAINTED WOOD CAP SLOPE CEILING TO PROVIDE HEADROOM AT STAIRS. HOLD TRUSS BACK 14" FROM STAIR OPENING Ell HIM ❑N 5/8" TYP BD. UNDE AND ON CEILING �R11 ISULATION UNDE STAIRS STORAGE 2x4 FRAMING UNDER STAIRS w/PT PLATE & R 1 INSUL 13'-4" 16 TREADS @ 10" EACH "X" GYP. STAIRS RAGE ARAGE 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 SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS ( ),(STAIR SECTION 1/4 99 = 19—oyl VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" VTR OF PARTYWALL 12" �VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT r., PLYWOOD WITHIN 4'-0" OF PARTYWALL 2„ 3" VTR I I I I I I I 2" 2"I 1 I I I LAV LAV B. T. I I I 12" I I I I I I 1 LAV TUB/SHWR 3 W. C. " LAV 2' C. 0. 3 3" W. SHWR I WASHER 12" 3" I 3 I I =' I / 11 I \ ' D.W S NK '27, 2" I I I I ' \ I 3" 2"i I I I I / � LAV- lf 2" W.C. EXTERIOR (2 WAY) 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. PLUM11BING' RISER DIAGRAM A A 1/4 " = 19—C SECTION Ld Q D _O c) w D w 0 O 'i `N` �• 1 �'1� ALL 0 �� may, � . Y �LIJ �;W V :ate % o- 0 i W !♦C� Q r L�� " �' U G • U o • 'fill IIA9{@Ikh � O W Q~owe Cl z H .� ® Hz a ZOFA�� Z 0�az Lj ZOaW�z cn o ��r.0 w F- Zo1:4 CQ E - w z z m w p 00 zQ > w w �ow O =w I Y o �Qw �- : J Ln DESIGN QUADRA �DRAWNAT/TJF CHECKED TjF DWG.No. JOB No. 905/117 SCALEAS NOTED ----_.--¢7 - — - DATE 1,3B SHT OF 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP - PANEL 150 2/0 ALUMINUM DI SERVICE CABLE 2" PVC WITH (3) #2/0 TH H N ALUMINUM P \- METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING l ELEC. 1/4" = 1'-0 " ELECTRICAL SECOND 1/4 1 -0 3" MAX. BETWEEN TRIM AND SWITCH C/L+la — TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET 13 PROVIDE ATTIC GHT W/ SWITCH (ELECTRICAL KEY NOTES OAIR 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 ODISHWASHER 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-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 nT�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: 01JIJL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN COMBO Lu SMOKE DETECTOR WALL MOUNTED z F_ LIGHT FIXTURE SWITCH CEILING MOUNTED 3—WAY SWITCH - LIGHT FIXTURE 4—WAY SWITCH RECESSED CANLIGHT FIXTURE DIMMER SWITCH $' RECESSED VAPOR cn�> PROOF FIXTURE 110 V OUTLET w 0 Q FLOODLIGHT ` SWITCHED OUTLET 0wl FLOURESCENT GFI OUTLET��� LIGHT CEILING C3 MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE W FIXTURE BRACE & PRE WIRE FOR Ln TV JACK FUTURE FAN �J O TV PHONE JACK ELEC. SERVICE\/ � F- U PANEL SPEAKER PREWIRE SPm CODE SIZED J BOX Q � WITH BLANK COVER W F-- 0 z W U U/ W 0 E72 N U Lu z F_ W_ Wo - E72 CHECKEDTJF DWG.No. JOB No. 905/117 SCALE A5kSNQtMD DATE 07/16/12 SHT OF 1.4E N Op zQ cn�> w w 0 � W 0wl Q W -i Ln F O = O F- U I - a �o � DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE A5kSNQtMD 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. I 1 D iv 271 SF UNDER 1853 SF IT D IWASHER L&O w U _ WALK-IN .. L T - P E-R� CURVED ARCH --- - - - - -- LLJ z O S O r- 5/8"TYPE "X" U ED _ PANTRY GARAGED Z N _ C/)O 0 O 2 DRYWALL SEE SHT Cy N W C� J W J w Q m Z S N („ Z Z Z Q 0 W A m Q J U z § 0. W m WZ :2a_ U Ld x z T = Y U 0ftf W O 0 �_ O zQ W (n oQ O1 2'-8" _ � cn B LABEL 0 z 0 z J Q W >- w F Z H z O U 0 O Z W w a AT/TJF 1B S-0" �o >of R4 45 MIN. YES FOR 1 HR RATED WALLS a m a >- 1C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO R4 W22 1 H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO 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 2'-6" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 52j" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60�" 11.67 NO W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37j" 63' 16.19 YES © W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27 47 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 48j" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36 60" 15.00 YES W58 8 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES 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 44 SF I 1 D iv 271 SF UNDER 1853 SF IT D IWASHER L&O w U r3'_3„ WALK-IN 5'-3 1 L T - P E-R� CURVED ARCH --- - - - - -- °0 - -- --- S O 5/8"TYPE "X" 4 PANTRY GARAGED Z W 0 N Y DRYWALL SEE SHT 1 3 C� C �� 0 w Q PORCH 7 UNDER STAIRS N („ z o_ in V)>- o ELECTRIC A J 3 W Q Q U 13'-6" z � OO T = Y U W O �_ O W (n O z O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS -� J 2'-8" 8'-0" 1 R4 U6 QUADR 00� AT/TJF 1B S-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS a m a >- 1C S-0" 6'-8" 1 R4 z ADD TRANSOM / ELEVATION 1D 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS O2 2'-8" 6'-8" 1 I INTERIOR DOOR 8' CLG. TYP. ® 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP, O3 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 3� 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 J" INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 5� 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. INTERIOR DOOR 9' CLG. TYP. 20'-0" 9,-2j„ SEE DRAWINGS PATIO BY CABINET o'-o"x 10'-0" MFR FOR A CONCRETE KITCHEN CAB 2 " ELEVATIONS CA (-)0'-4" �- W91 � }� 6080 PATIO DOOR roo _ � I I rx)I00 I 11 `o DINING ROOM KITCHEN TILE TILE SIM° S r -loo I 0)>, I 'C-4 1 L - _I 5 -71 4'-0"7 9' �D6 I 1 N CD 1 2'- 5" 0D Lja.W 0M Y 3� i IW- 6 5'-10" S-102.. � 0 m - z :D Ir 7 OO Q U / a PWD. FILING A O TILE 00 Q UP 1 R- '04 L` 1 4„ 2' _ 4 2'-9' ' MIRROR FOYER d STOP H T DRO .I _ WT TILE I - M.3 0 �; PROVIDE T PAN 00 iv UNDER 16" DROPPED BULKHEAD VER TOILET 3 6 6'-10 2,_7„ 7'-0Z„ HWT 2,-6 6» 3 _ 1 I I I 700 SF SECOND FLOOR AREA w\9 11 8 NDRY 2-24�TLI BI - F II I iX� I j1l - 13 II -PROVIDE 44 SF I 1 D iv 271 SF UNDER 1853 SF IT D IWASHER L&O PROVIDE r3'_3„ WALK-IN 5'-3 1 L T - P E-R� CURVED ARCH --- - - - - -- °0 - -- --- S O 5/8"TYPE "X" 4 PANTRY GARAGED Z U N Y DRYWALL SEE SHT 1 3 A C �� 0 J o PORCH 7 UNDER STAIRS 12'-21j"u 3 „ in ELECTRIC A m a 3 3 -6„ 1 Q 13'-6" 1'-011» U :2 3„ LLJ � _ Q== F-w� O O 11 --UI.-_ < Z OSTORAGE- - 1 -� J NY J GATHERING ROOM U6 QUADR 00� AT/TJF o Q _Low_ _ HEADR OM CARPET JOB No. L` ~ } `V a m a >- 3'-6 » 15 -6ll `'' 16 07/20/12 z D OLZ0) ��U I 0D Lja.W 0M Y 3� i IW- 6 5'-10" S-102.. � 0 m - z :D Ir 7 OO Q U / a PWD. FILING A O TILE 00 Q UP 1 R- '04 L` 1 4„ 2' _ 4 2'-9' ' MIRROR FOYER d STOP H T DRO .I _ WT TILE I - M.3 0 �; PROVIDE T PAN 00 iv UNDER 16" DROPPED BULKHEAD VER TOILET 3 6 6'-10 2,_7„ 7'-0Z„ HWT 2,-6 6» 3 METER NICHE c IN 7j„ r` 7" 5'- 4" I 2 L - LINE OF FLOOR ABOVE--__ W22 HUTTERS SEE SHT 2.2A LIN OF SYNTHETIC S ONE WAINSCOT 6'-6j" 3' 8'0"xl7'n" n w r eRnrrP- nnnR 1/4 O I O N U0I^00 i[ - r 3 42" HIGH KNEE WALLS W/ PTD. PINE CAP � J J �wU h'') c�N � z H 'rL`^ a a = r - Ln J o00all J Ld 4 LL Q J 0Wm 0� w U O V) U) Q IN N I z 20'-0" C-01" 9'-10�" L__ 4'- 1 „ EGRESS I 00 I 12'-6j" J_ 1 I I I I I I 1 I ''MASTER SU�ITq = (CARPET I i % 9' HIGH COFFER Imo__-------------� �K14 N I n of j LIN D%R o a 14 AHU �@TEMPERED GLASS 48"x48" 60%42%20 SOAKER TUB \�J->, 21 6'-31» 51» O I AST�R _ 2' BATH OAA S kFL MIRROR Fn _ co 700 SF SECOND FLOOR AREA w\9 11 8 NDRY 2-24�TLI BI - F II I iX� I j1l - 13 II -PROVIDE 44 SF I 1 D iv 271 SF UNDER 1853 SF IT D IWASHER L&O CARPET'� r3'_3„ 5'-3 1 L T - P E-R� r --- - - - - -- °0 - -- --- S O SHUTTER-��� 4 ELECT PA ELRIC GARAGED Z DETAIL SEE SHT O LIJ LOC. SEE �� 0 3.2B PORCH 7 ELECTRICAL SHTS 12'-21j"u 3 „ in ELECTRIC A METER NICHE c IN 7j„ r` 7" 5'- 4" I 2 L - LINE OF FLOOR ABOVE--__ W22 HUTTERS SEE SHT 2.2A LIN OF SYNTHETIC S ONE WAINSCOT 6'-6j" 3' 8'0"xl7'n" n w r eRnrrP- nnnR 1/4 O I O N U0I^00 i[ - r 3 42" HIGH KNEE WALLS W/ PTD. PINE CAP � J J �wU h'') c�N � z H 'rL`^ a a = r - Ln J o00all J Ld 4 LL Q J 0Wm 0� w U O V) U) Q IN N I z 20'-0" C-01" 9'-10�" L__ 4'- 1 „ EGRESS I 00 I 12'-6j" J_ 1 I I I I I I 1 I ''MASTER SU�ITq = (CARPET I i % 9' HIGH COFFER Imo__-------------� �K14 N I n of j LIN D%R o a 14 AHU �@TEMPERED GLASS 48"x48" 60%42%20 SOAKER TUB \�J->, 21 6'-31» 51» O I AST�R _ 2' BATH OAA S kFL MIRROR Fn ELEV. 'A' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA w\9 11 8 NDRY 2-24�TLI BI - F II I iX� I j1l - 13 II -PROVIDE 44 SF W I C II 271 SF UNDER 1853 SF IT D IWASHER CARPET'� r3'_3„ 5'-3 1 L T - P E-R� Li O --- - - - - -- °0 - -- --- S O �N z z a _ J m 0 LAUNDRY QX & DRYER -KX BEDROOM 2 CARPET MIRROR 0 48„ 3 B ATILE O -- 0 21 ill 3j EGRESS D6 W97 4„ 2, I0„ I 1 2-2068 I -FOLD 1 ' BEDROOM 3 I 1 CARPET 6'-10�" 1 /4" = 1' -0 " EGRESS 148"X63" / V-44" 5'-5 ill GARAGE ROOF BELOW I I I � I I 10'-10" 4" 2'-10" 4" 42" HIGH KNE WALL W/ TEMP GL ENCL. 1m ®R rK4 m 1 cp 00 N J Q z Q J EL ~ Q -K4 a= OLJ j oa, tr >- _j 0 O m 00 uj (w Cn N 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 It N I in CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) SUBFLOOR AND FLOOR TRUSSES 1 CFMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED O FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" CONCRETE BLOCK CONSTRUCTION - 2OCEMENTITIOUS 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 ®24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOAR 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 OAND INSTALLED PER MANUFACTURERS 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 O EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED) OVER SUBFASCIA. PROVIDE MIN. R-11 BATT INSULATION IN 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 (0'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 OTILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: 1) STR GERS 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 51LL 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'-O" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON WALL & CEILING IN( BETWEEN GARAGE AND LIVING THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL O11 PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM -FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' SQUARE FOOTAGE CALCULATIONS ARE 13 ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF ATTIC ACCESS HATCH 22"00" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING, INSTITUTE INC. (ANSI 2765-2003) 3'-8" 1'-4" 2'-4" -KN OKITCHEN FLUSH BREAKFAST BAR SECTION -IN 0 T N 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 0 2.1A Q W o I O Z °0 S O ~ Z w�> O LIJ 0 w Y I ° Q U :2 N Q== O O 11 --UI.-_ Q 0 CL DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 2.1A TnD nC* DI ATE R (2) 2) AT LA 114 I KLAUS LcP l U LAVH STAIR DIMENSIONS GROUND FLOOR TO SECOND FLOOR 17 RISERS @ 7 3/8" EACH = 10'-8 3/4" ACTUAL 16 TREADS ® 10" EACH TOTAL FLR. TO FLR. HEIGHT = 10'-8 3/4" ACTUAL SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS ,STAIR SECTION JD �� iia,. _ 1._o.9 /� BUILDING SECTION 1/4 1 = 19-099 HOLD TRUSS BACK AND SLOPE FLOOR/ CEILING TO GET MIN. 6'-8" HEADROOM — — — -- — -- — — — — — — — — -1 �j -------CURVED ARCH — — ----- `� L -------------------------J 13'-5" STD. ROUNDED CORNER BEAD SURROUND PTD. BASE BOARD GATHERING ROOM c� z (D J LJ � U o I I I 1, co 0) INTERIOR ELEVATION OF CURVED ARCH 1 w � .eeee•••s•�� I// ^ Soul v— • to p Z W a :Z �S �N� : U Q U -j • % • �/ ••s•e•••e• ®� Q T Z _O U cn W C) VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR I VENT THROUGH ROOF, ANGLE VENT OVER SO AS p NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" VV 99 OF PARTYWALL i pWco i- I 121' E -I Z ® O 2" VTR �_ O A is 11 E-4Cn0-4El a Z clcn Z P. �. r 1 1 i 1 2 � �� ►�- E- B. W 1„ SLAV W. C. 1�T. Q W [-i W 2r 1 ,�� !LA �J JSHWR W I �/ 6 0-O a LAV 2„ J W.C.1 2„ W F— H fs" E"' E --I ZOW 1 3„ ~ v TOP OF PLATE ! i F— I TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING 0 I ro n a> I 0 I co LA I LMIUM lZ VVH T) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING N.T.S. PLAN MAY BE MIRROR IMAGE LLJ W Z Z cf) D D 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 IZ DEVICES. PLUMBING RISER DIAGRAM N.T.S. PLAN MAY BE MIRROR IMAGE LLJ W Z Z cf) D D DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 — SHT OF 2.3A a W � � � � a0 Z `~ / LJJ 0 J O W = Y I 0 �a F_ N O F_ = O U � Q - a_ :2 _J F DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 — SHT OF 2.3A 2" PVC OFFSET-\ 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 METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDEDn,GTROUND ELEC__ RISER 0A A4, / I I 4_. I I I \ CURVED ARCH �II I I I J / —0 A J LOW HEADROOM 14 -- TV I I � � I / P' 17R G ELECTRIC METE IN NICHE FIELD LOCATE ELECTRIC PANEL oil I 15 I I I L--------------.---- FIRST FLOOR ELECTRICAL 1/4 99 /4" = 19-091 48"x48" 3" MAX. BETWEEN TRIM AND SWITCH C/L-t— Sol TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 10 AIR HANDLING UNIT CONNECTION O WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A. F. F. 40 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 _lx, ELECTRICAL SECOND FLOO'D 1/4 " = 19-099 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 ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE 10 BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AF CI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. AL.L 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRFS. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN J COMBO L.L._ SMOKE DETECTOR WALL MOUNTED 0 _j LIGHT FIXTURE SWITCH CEILING MOUNTED 3—WAY SWITCH $3 LIGHT FIXTURE Ld F— RECESSED CAN V 4—WAY SWITCH LIGHT FIXTURE � DIMMER SWITCH $d RECESSED VAPOR AQ D W PROOF FIXTURE 110 V OUTLET Q FLOODLIGHT \ SWITCHED OUTLET (nr= FLOURESCENT C� GFI OUTLET LIGHT CEILING MOUNTED 220 V OUTLET STD. I..IGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK FUTURE FAN �/ v TEL PHONE JACK - ELEC. SERVICE � PANEL SPEAKER PRFWIRE sPn- CODE SIZED J BOX (� WITH BLANK COVER Y Q V) LTJ OZ = O z~ O LLj ~ W Ld U Q N LLJ O [):� O a- a- __J I•— DESIGN CHECKED DRAWN r o. o. AS NOTED DATE SHT OF Z O_ I— In Elf U U) Ld 0 2.4E z �I J L.L._ N 0 _j Ld F— V ~ W � ~ Z J LTJ = D W N Q V) LTJ OZ = O z~ O LLj ~ W Ld U Q N LLJ O [):� O a- a- __J I•— DESIGN CHECKED DRAWN r o. o. AS NOTED DATE SHT OF Z O_ I— In Elf U U) Ld 0 2.4E 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 RANGE HOOD VENT (,FBC-M1503� LOC. SEE CHAS 15 RANGE HOOD VENTED TO EXTERIOR AND w 1 ® LLJ> O MICROWAVES LOCATED ABOVE A COOKING ELEC � I z U M E Eft , _o w _ w (n C T PROVIDE N U W I C. II _o P UNDER i13 I GARAGES F - - - - - -- - Cn " w af w w m J J -24' WIDE o z II = z 2 z 2 Q 0 W W SILL J U DN R � Of w W LLI 0- Li Of z O 0 z O LD O w w F- 1= <1 aO F z Q a U Q Q O = 0 _ 0 O OZ V) Chi w J w 0 Q 3 >_ a F O 2 > 2 > O O Of w Uz W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO 1 A W21 1H4 SH BLOCK SINGLE HUNG 26j" 508" 274" 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 264" 72" 27j" 72" 13.25 NO FOR 2 STORIES TO 10'-0" MAX HEIGHT. W25 2438 SH FRAME SINGLE HUNG 28" 44" 281" 44j" 8.56 NO 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 WRAP, FINISHED SOFFIT 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 C5 W54 2440 SH FRAME SINGLE HUNG 27" 47" 27j" 47j" 08.81 NO 8'-0" W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO STRUCTURAL ENGINEERS SPECS. 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 OPENING = 24" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 50j" 1 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES MAX. RISER = 7 3/4" W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 1 48j" 48j" 1 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES 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 SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 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 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 W57 W55 GARAGE AERA RANGE HOOD VENT (,FBC-M1503� LOC. SEE CHAS 15 RANGE HOOD VENTED TO EXTERIOR AND w 1 ® LLJ> O MICROWAVES LOCATED ABOVE A COOKING ELEC � I A U M E Eft 2668 BF 2 i NIC,Rf C T PROVIDE LTI W I C. II OPT. BASE P UNDER i13 I GARAGES F - - - - - -- - o CARPET II w I 7 7-- +-T \-7I -24' WIDE m O �m II 7 SHUTTERS SCALE AS NOTED 0 I I �- W SILL II DN R �ELOW FLOORING ENGINEERS SPECIFICATIONS) R13 BATT o J W m 0 U) z O p w z O D F- 1= <1 �6, F w z a Q af U U) Q O ~ Ca U SPECIFICATIONS OVER 1/2' THICK PRIMED 3 w w J w 0 COAT CEMENTITIOUS APPLICATION, 8" NOM. m 3 = CONCRETE BLOCK WALL REINFORCED PER N ? bi N Uz O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS RATING. PARTY WALL TO HAVE 1 1/2" P.T. 1 A 2'-8" 8'-0" 1 R4 BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1 B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS _ (R-8.61) 1 C 3'-0" 6'-8" 1 R4 FIRE WALL BELOW, TO UNDERSIDE OF ROOF ADD TRANSOM / ELEVATION 1 D 3'-0" 8'-0" 1 R4 FOR 2 STORIES TO 10'-0" MAX HEIGHT. TEMP GLASS FRENCH 18 LT SPEC. 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS O 2'-8" 6'-8" 1 NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED INTERIOR DOOR 8' CLG. TYP. SPF#2 OR 2x6 SPF#2 ® 24" O.C. 2'-8" 8'-0" 1 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 8' CLG. TYP. ROOF VENTILATION 2'-6" 8'-0" 1 WRAP, FINISHED SOFFIT INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 OVER LIVING SPACE REQUIRED BY CALAULATION INTERIOR DOOR 8' CLG. TYP. PROVIDE R30 BATT/ BLOWN INSULATION AND 2'-4" 8'-0" 1 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 6 INTERIOR DOOR 9' CLG. TYP. 21 C5 2'-0" 6'-8" 1 R311.7.3 INTERIOR DOOR 8' CLG. TYP. GENERAL NOTES: 2'-O" 8'-0" 1 AT BASE) EQUALLY SPACED & ANCHORED 1.) INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM INTERIOR DOOR 8' CLG. TYP. 2.)TREADS SHALL BE 2x12 SPF#2 RIPPED © 2'-2" 8'-0" 1 WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. C7 1'-6" 6'-8" 1 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. INTERIOR DOOR 8' CLG. TYP. OPENING = 24" 1'-6" 8'-0" 1 4. STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 9' CLG. TYP. FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR 20'-0" 6'-9" 8'-4" 0 PATIO 10'-0"x 10'-0" CONCRETE 4���� W53 W U-xoo 6080 PATIO DOOR U -A00 t` _ X100 13 I 1., T C SEE DRAWINGS 3i� 5 -9� 4'-6" - 8 BY CABINET I I "� MFR FOR + KITCHEN CAB 54"x30" PREP. DINING ELEVATIONS nlm r ISLAND 1 CARPET N W N o I I I�Mioo �. KITCHEN o N TILE T C I 1 _ 5D6 DW i PNTR -K4 RAISED SNACK BAR Lj 71 i N Y J 3,. 2'- 6'- - - - 6'_1�. - - - 1'-10' - - 7'-4,. _ I1 91 a m Ow 3w� w N Y J Z W -j C) Qm0- GATHERING ROOM Q SIN w CARPET p v >_� o 1 ��� w _jw" <�a waJ O a o 12" DROPPED ZOf m Of 0 J COFFERED CEILING TO o D Ir w 00- COVER DROPPED STEP 40" HIGH I of o Vii Q >_ NEEWALL o x m PROVIDE W/ PTD. PINE O D Of5 8"TYPE „X„ - - -CAP - - - - -I f p � DRYWALL = Q - - -71UNDER STAIRS ;n ST411RAISE I 6 -0;" 3,-8 _. _�_... I8'- 3 .. OW I 6 17R FOYER - -HEA R000MI I TILE U-) - ---- PROVIDE 45 'n 1C J 12" DROP2'_1" 5.. MINUTE FIRE RATED BULKHEAD r� DOOR w/ RATED P W 1 C ' B I JAMB, SILL AND V V TILE 4.1 M CLOSER I ;n I OR USTOP & 0 1 E TWH DROP N O / \ oPROVIDE 1 LAYER 5/8" PROVIDE (-)U'-4" POR CIS TYPE "X" EXTERIOR PAN (-)0' 4" SHEATHING ON PORCH UNDER CEILING THIS UNIT 3 "H 6TM.. 2'-5" 6'-15j" 2._6i,> 21"-,,0",\K dm I O N _lit AHU OVER PATIO 1 ELECTRIC TEMP 7j" / PANEL W57 W55 GARAGE AERA RANGE HOOD VENT (,FBC-M1503� LOC. SEE CHAS 15 RANGE HOOD VENTED TO EXTERIOR AND SHT E1.1 1 ® LLJ> O MICROWAVES LOCATED ABOVE A COOKING ELEC � I A II M E Eft 2668 BF 2 i NIC,Rf C T PROVIDE LTI W I C. II OPT. BASE P UNDER i13 I GARAGES F - - - - - -- - o CARPET II CABINET 1,. 1 -0 I 7 7-- +-T \-7I -24' WIDE m O �m II 7 SHUTTERS SCALE AS NOTED D I I �- W SILL II DN R �ELOW FLOORING ENGINEERS SPECIFICATIONS) R13 BATT o EXPOSED BUILDING FACE 0 _LT OPT. PERS I �Icf T 2 D I �6, L- 16'0"x7'0" O.H. GARAGE DOOR LINE OF SYNTHETIC STONE WAINSCOT 5 2'-0" FIRST FLUOR PLAN 1/4 99 = 19-099 20'-0" 1_ 6'-9" 9'-54„ 3'-94" . 4� J J J Q W U z� � J � a rlcV Cl = V) J It 00- J Ld LL Q J m Cr m O�w U D (n CnO Q D rIN m I i� 40" IGH KNEE WAL W/ PTD. PINE CAP n ro I CENTERED AHU OVER PATIO 1 DOOR TEMP BELOW GLASS W57 W57 W55 60X42X20 �� �- - - - - - - - SOAKER TUB _ _L 00 ASTER SUITIE - N CARPET I C� �I 9' HIGH COFFER I CEILING TEMP I GLASS ENCL. / M ASTE 21 x BATH TILE 4.�S11r. - - - - C' 3'-1" l O O MIRROR LIN 3'- 4'j" in I 1'-0' O N I I � 2-2668 I °' BI -FOLD I I � 5., 3._4.. 2. 1.. BEDROOM 2, CARPET 7 0 6'-0j" W.I.C. I BEDROOM 3 CARPET 11'-14" EGRESS W57 2'-2�" 2.-1 4.. 8 12'-14„ 4„ EGRESSEGRESS 36"X65" 36"X65" 1 ARCH TOP ARCH TOP 6'-84" 6'-5j" 4" Co I M J J Q (J W U z z� z Q mQ L~ ^ = 0- = IN WO w (If0 _I m 0 O w a J oOf m Oa, w D 0 = Q 13'-2" 5'-1" SECOND F PLAN 1/4 1 9-099 2'-10 2'-0" 4j" B HALLWAY 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 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 Notedl 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 & AHU FIRST FLOOR AREA ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 14 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1596 SF COVERED PORCH AREA -_� GARAGE AERA RANGE HOOD VENT (,FBC-M1503� 2668 CHAS 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. ® LLJ> O MICROWAVES LOCATED ABOVE A COOKING BF I APPLINCE SHALL COMPLY WITH UL923 II O 2668 BF L N D R Y i FINISHED TEXTURED COATING PER BUILDERS C T PROVIDE TILE z-� W I C. II OPT. BASE P UNDER i13 I NAILING SCHEDULE) PROVIDE DRAFT STOPPING o CARPET II CABINET 1,. 1 -0 WASHER 7 7-- +-T \-7I BARRY. RIER PER ASTM C&APPROVED m O �m II 7 HOUSE WRAP, 7/16" OSSBB EXTERIOR SCALE AS NOTED D I I �- l II DN R 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATT o EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. _LT OPT. PERS EXTERIOR WALLS TO HAVE A FIRE RESISTANCE �Icf T I I¢ D II L- Ltli L-- J CCONCRETE 2 o 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 C GROUND FLOOR PARTY WALL FROM TOP OF T- SPECIFICATIONS OVER 1/2' THICK PRIMED 3 I II SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR DN EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. 1 II 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 7 FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL OU373 INTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 3'- 4'j" in I 1'-0' O N I I � 2-2668 I °' BI -FOLD I I � 5., 3._4.. 2. 1.. BEDROOM 2, CARPET 7 0 6'-0j" W.I.C. I BEDROOM 3 CARPET 11'-14" EGRESS W57 2'-2�" 2.-1 4.. 8 12'-14„ 4„ EGRESSEGRESS 36"X65" 36"X65" 1 ARCH TOP ARCH TOP 6'-84" 6'-5j" 4" Co I M J J Q (J W U z z� z Q mQ L~ ^ = 0- = IN WO w (If0 _I m 0 O w a J oOf m Oa, w D 0 = Q 13'-2" 5'-1" SECOND F PLAN 1/4 1 9-099 2'-10 2'-0" 4j" B HALLWAY 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 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 Notedl 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 & AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 1596 SF COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND GARAGE AERA RANGE HOOD VENT (,FBC-M1503� ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM LLJ> O MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 OCEMENTITIOUS FRAME WALL CONSTRUCTION(2x4) FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED 0 FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GAMETAL LATH w/ WATER RESISTANT DESIGN DRAWN BARRY. RIER PER ASTM C&APPROVED AT/TJF EVERY 1000 S.F. BRACING IN ACCORDANCE DWG.No. HOUSE WRAP, 7/16" OSSBB EXTERIOR SCALE AS NOTED 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 RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" CCONCRETE 2 BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 C 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 OU373 INTERIOR STUD PARTITIONS BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 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 6 21 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 . AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4. STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 3•) FLASHING SEALANTS AND WEATHERSTRIPPING (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. OSPACE WALL & CEILING BETWEEN GARAGE AND LIVING "X" 5/8" TYPE DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM O11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING (EXCLUDES 7/8" CEMENTIROUS 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 ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' 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 n Lj 0 0­4�O cn O CQ M L/1 CA �Zp O ~ �OEA�coOD N W O 0oa � z E- pwh z J PL4 Zoa�a L) LQ Ld LJ Z LL SHT OF 4.1A I Q W O z 2 p oa ~ �Z LLJ> O J O W L1J 0 � Q uj _ o:f Qoa- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 4.1A I VARIES '' 7" 4- 13_f'4'� SCALE 2:1 N1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 2' 0" I 7I - N _ r N _ _ x M 3/4" RECESS ��L SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS Z 00 It 6:12 7/8" STUCCO PLASTER FINISH , .i '"•,� (2nd FI. TYP.) 6 WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT @ PARTY �— WALL PROVIDE CONTROL JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) REAR ELEVATION 19 A 1/4" = 1'-V 2'-4" CLEC ][EVER SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 1. THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 6:12 6:12 ` 72 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE_ TOP OF WINDOW SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER 0 TRIM W/ SMOOTH FINISH OVER 00 1"x6" RAISED STUCCO PLASTER r TRIM W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR s 7 2 ' ..�...:.. 5:12 TOP OF WINDOW 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W/ SMOOTH FINISH (TYP.) ❑ �� F771 F-1 1/2" STUCCO_7� �j ( Ground FI. TYP.)PLASTER FINISH HE m� m 00 1"x6" RAISED STUCCO � � � MEPLASTERR TRIM BAND W/�s SMOOTH FINISH FIN. GROUND FLOOR - M FIN. GRADE TOP OF WINDOW FIN. SECOND FLOOR TOP OF WINDOW FIN. GROUND FLOOR 1"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER- 1/2"x6" VER- 1/2"x6" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH 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.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) 7/8" STUCCO PLASTER FINISH --� (2nd FI. TYP.) --i 771 36" HIGH BLACK � L _ _ METAL RAILING `►- 18" ROOF OVERHANG `I L — _ PROVIDE CONTROL —_ JOINT — - 1/2" STUCCO PLASTER FINISH (Ground FI. 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 � PRECAS�� L&TAM — _ STONE VENEER GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT. FRONT ELEVATION "'A99 1/4 99 /4" = 19-099 6:12 6:12 6'•1� 7 E t ENTRY GARAGElr-'-'LES' iia.. _ 1._0,. CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT ROVID CONTROL JOINT LTJ F— Q Z 0 ry U LLJ 0 SHT OF 3.2A Q Q UJV'-i�� W co I- M z�a o� U E. A cj� co Z_ O � C) co 0 Z 0--4Axza 0 U) Z F4 Ul d' ' — z nw w W ~ L) z o o Z F- F- IN L) C\2 10 > F-- L J TE LLJ Z 0 N W SHT OF 3.2A Q W Q � 0 Z o0 = 0 ~ Z 10 > W TE I_LLJ J 0 L.L1 = W u }' Q Q O � = 0 U I— Q :2O DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 3.2A TOP OF PLATE TOP OF PLATE TOP OF WINDOW FIN. SECOND FLOOR TnP nF WINnnw FIN. GROUND FLOOR SLAB FIN. GRADE U/S OF FOOTING 0 _I :2 44'-11" CB U I LD I N u"' "CTION AT PORC17 �A\,BUILDING' 1/4 9� = 19-099 SECTION )P OF PLATE )P OF WINDOW N. SECOND FLOOR )P OF WINDOW N. GROUND FLOOR SLAB N. GRADE /S OF FOOTING 0 r 00 R 0 0 I 00 12 IKEAUS U IU LAUH 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 I 00 FIN. SECOND FLOOR (2) 2x8 FRAMING AT LANDING FIN. GROUND FLOOR SLAB SEE DETAIL 5/SD4 FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS STA117-N), SECTION. 1f f !! 1/4 = 1 -0 VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL3" VTR i VENT THROUGH ROOF, ANGLE VENT OVER SO AS -' NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" 1 OF PARTYWALL 2" VTR VENT THROUGH ROOF, 12" ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL LA\ TUB/SH WF L/� I LI\I VI\ �L Irn i CLEANOUT LOCATED A MAXIMUM OF 5-0" FROM FACE OF BUILDING 00 d 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. H N" IDISER DIAG"RAM PLUMB U N.T.S. W a 0 Z O _a_ CC Cn W Cl `````���►�irieeee�����, c U. 6 i �O W O z z z N W .per . w qr cr cv ( .� i ',��j'•••3wc...^•n�. LL. CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 r -i O wz°'��' Q V 0� Q�zE� 1 O 0 E- Z U A CC) ® F U2 Z O d If Oz o0 Q— LLj o�dwH z W V D� o O O x r� a Zoa�a 0 � J CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 Q V) Oz o0 =0 Z ~ > W 0 � J O W = W a >- a U � J M O F- p F U Q O F— DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 2" PVC OFFSET - WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL i 150 MP 2/0 ALUMINUM' DI C. SERVICE CABLE c� M El #4 COPPER 2" PVC WITH (3) #2/0 THHN ALUMINUM GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERGROUND ELEC. Iff � 111% HIS lm W�'lffilw' "j,", PROVIDE SWITCHED OUTLET UNDER COUNTER FOR FUTURE DISPOSER O MICROWAVE, ABOVE O J -BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT FIRST 1/4 " = l'— 0" Ilk— °� I � .13T R I L' J KITC I I I r�_ SI DW PNTR \ DINING 14 — — — — - GATHERING ROOM / I �/% 14 �� �J i II ❑vT I I —L 1_Z------ - — — — —— — — — — — — —I •-;,,MA ,(I10 I � 1 GARAGE / OUTLET FOR GARAGE DOOR 15 OPENER i I I I II I I I I I I I 7R \ FOYER FIELD LOCATE ELECTRIC PANEL r PO CH ELECTRIC METER IN NICHE FLOOR ELECTRICAL BEDROOM 2�T SECOND I 3" MAX. BETWEEN TRIM AND SWITCH C/L_-13 — TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES 01 AIR HANDLING UNIT CONNECTION O2 WATER HEATER CONNECTION OREFRIGERATOR CONNECTION MOUNT AT 60 " A.F.F. 40 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 GEL 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 NIn7CC. 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: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENA SHALL_ BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACI ES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2005 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN w COMBO SMOKE DETECTOR -�- WALL MOUNTED Q $ LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE RECESSED CAN 4 -WAY SWITCH $4 LIGHT FIXTURE DIMMER SWITCH $° RECESSED VAPOR PROOF FIXTURE O 110 V OUTLET Q FLOODLIGHT \ SWITCHED OUTLLI FLOURESCENT C� GFI OUTLET LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT U DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK c) FUTURE FAN T. PHONE JACK ELEC. SERVICE , PANEL SPEAKER PREWIRE SPS 0 CODE SIZED J BOX (� WITH BLANK COVER Y w Q 0 Z O IZ U c) W 0 __J u elA I/ LL w U_J ~ W < F— II —Hw F-- LL, Lu CL Ld 77 cn Q V) I 1 O Z 2 p Z ~ LJ > OJ O w = LTJ Y }- Q U 1 a, Q O CL : J DESIGN DRAWN QUAD RA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 3.4E 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. FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING (FBC-R612.12.2) RANGE HOOD VENT FBC-M1503) D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE Li U _ _ '71 EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS R311.7.7.2 CONTINUITY N Z_ > APPLINCE SHALL COMPLY WITH UL923 - tLLJ p U = w U) Un SHALL BE INSULATED WITH R-19 BATT SPECIFICATION OVER 7/8" THICK PRIMED 3 N U �p p U W C7 0 Q ui 0 W m J J F- O W W Z Z Z Z CD W ENGINEERS SPECIFICATIONS) R13 BATT Q U Z _Z 0 0 d O bi 0- LLJQ UY _Z F- Z 0O O O U w O O Q Of w [if W � O = 0 Un Q 0 Z p Z w J w O W W O �- D 0 D m �- W of lL 3 OZ � �0 7) > 1 R4 B LABEL YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 27j" 50j" 9.32 NO 6'-8" W22 1 H5SH BLOCK SINGLE HUNG 26j' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 524" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60j" 11.67 NO 1 i" W51 8 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED # 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 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 FINISHED FLOOR FOR WINDOWS W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 50j" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 4050 ARCH FRAME SINGLE HUNG 48" 64" 48j" 64j" 21.0 YES 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 FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING (FBC-R612.12.2) RANGE HOOD VENT FBC-M1503) D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE Li U RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM IN WIDTH EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS R311.7.7.2 CONTINUITY MICROWAVES LOCATED ABOVE A COOKING cc > 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 MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT SPECIFICATION OVER 7/8" THICK PRIMED 3 w FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT WALL & CEILING BETWEEN GARAGE AND LIVING NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED 0 EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS ® 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0' MAX. HEIGHT (SEE STRUCTURAL CD FLOORING ENGINEERS SPECIFICATIONS) R13 BATT L'iZ Co EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 0 N 0 0 0 RATING OF 1 HOUR WHERE LIMITING DISTANCE Q J IS LESS THAN 3'-0" BLOCK CONSTRUCTION - W F_ Q Q J U Un Z QO Of = ~ 2 U Y U JLd D w J PER UL ASSEMBLY U905. FBC TABLE 720.1(2) O O p _ Un Z of lL Uw OZ OF WALL. 1x2 PRESSURE TREATED O 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 p � 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FOR 2 STORIES TO 10'-0" MAX HEIGHT. 1 C 3'-0" 6'-8" 1 R4 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ADD TRANSOM / ELEVATION DRYWALL BOTH SIDES OF STUDS. 1D 3'-0" 8'-0" 1 R4 SPF#2 OR 2x6 SPF#2 0 24" O.C. 07/16/12 TEMP GLASS FRENCH 18 LT 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FLOORS BETWEEN CONDITIONED AND O 2'-8" 6'-8" 1 VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND INTERIOR DOOR 9' CLG. TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILING O3 2'-6" 6'-8" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4,2 INTERIOR STAIRS -SITE BUILT FBC 2010 INTERIOR DOOR 8' CLG. TYP, R311.7.3 WINDOW 2'-6" 8'-0" 1 i" MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED &ANCHORED 1) INTERIOR DOOR 9' CLG. TYP. TO 2x8 HEADER & P.T. 2x4 PLATE PER ® 2'-4" 6'-8" 1 IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED # INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED 2'-4" 8'-0" 1 WINDOW = 5.7 Sq. Ft. RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 9' CLG. TYP. DO DOWN AS REQUIRED GLUED AND NAILED. O 2'-0" 6'-8" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS INTERIOR DOOR 8' CLG. TYP. FOLLOWS 2'-0" 8'-0" 1 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" INTERIOR DOOR 9' CLG. TYP. MAX. RISER = 7 3/4" © 2'-2" 6'-8" 1 FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" INTERIOR DOOR 8' CLG. TYP. FLIGHT OF STAIRS © 2'-2" 8'-0" 1 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" O7 1'-6" 6'-8" 1 (FBC-R612.2) 12" FROM INSIDE EDGE INTERIOR DOOR 8' CLG. TYP. MIN. WINDER READ MEASURED = 6" 1'-6" 8'-0" 1 �" SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR O 0 N I N r� LINE OF SYNTHETIC STONE WAINSCOT PROVIDE �5/8"TYPE "X" DRYWALL �JNDER STAA4 O 1 M M N U J JQ Q J J U Wim} w� �w� Q O a.0 O U J 0 0 v r p x m z Lj 0 0 U) Of 0 cn Ca = Q 1/4" = 1'-0" SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS I N r'> 51" 20'-0" -- 5'-1" 10'-3" 4'-8" CENTER OVER W97 DOOR ELOW EGRESS BEDROOM CARPET 9'-0j" rn I N 5j" 5'-04" 2-2068 BI -FOLD ::3//\ N I m T rn I CENTER OVER W97 WINDOW BELOW EGRESS BEDROOM 3 CARPET 9'-9j" 40" HIGH LEDGE cO W/ PTD. PINE CAP N `r„ 71 3'-9" 1'-7" 4'-2 -� 5'-0" 3 T C g 42" r_G_ �ILE 0 01 E55 I ---- 3 a lI W. I. C. m II 13 Li m11 ✓ LO I M z, II 5'I-�i ® S-9"' IN I 00 - - - 8'-0" F AT CEILING 5'-6" 2-2068 BI- ---FOLD-- � 14 LIN AHU 2668 B FO T LAUNDRY BOX & DRYER BOX O2 PAN UNDER WASHER D 11 W I LAUNDRY I T_ TILE R T L_ .__ - --`J L_ - - -j \O 5'-5" 3'-4" 3, 14j„ 1(\ 418"X36"/)1 11 4' STER / BAT TI 6 CM�ROR I I 6" 2'_7„ 3•-9•. 4,_0.. I MASTED SUITE I 1U o to I< I> I I I I EGRESS � W97 5'-11 5-114" W25 TEMPERED GLASS - ROOF BELOW 2'-10" 2'-104" 5j" t- N I CI 1'* 4 i N O JOf W -j Q Z Q J U x ¢ [i~1 < =n� 1 0 Ow o<r J 00 Lu N Un N Q TEMPERED GLASS SHOWER ENCL. O 00 SECOND FLOOR PLAN 1/4" = 1'-V IN 0 II N �)FLUSIH KITCHEN 44" BREAKFAST BAR SECTION S-8" 2'-1 CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, MAX. STAIR HANDRAIL HEIGHT = 38" 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING (FBC-R612.12.2) RANGE HOOD VENT FBC-M1503) D JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE 15 RANGE HOOD VENTED TO EXTERIOR AND REQUIREMENTS ARE TO BE TAKEN AS MINIMUM IN WIDTH EQUIPPED WITH BACK DRAFT DAMPER. SPECIFICATIONS R311.7.7.2 CONTINUITY MICROWAVES LOCATED ABOVE A COOKING cc SECTION 402 COMPLIANCE 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 MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT SPECIFICATION OVER 7/8" THICK PRIMED 3 INSULATION. INCLUDES VAULTED CEILING, FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT WALL & CEILING BETWEEN GARAGE AND LIVING NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED oo0 EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (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 w RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" BLOCK CONSTRUCTION - W OCONCRETE 2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 u SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 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 U STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY p � _j FIRE WALL BELOW, TO UNDERSIDE OF ROOF STUD PARTITIONS DESIGN SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR 3 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. 805/117 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 AS NOTED GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. 07/16/12 PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE O4 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 6 O 21 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 DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.0 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DO 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 = W-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 (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" 45 SF 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 cc 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 Cn W 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-RB07) 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. 9„ 2,_8„ 1 L. 0i"1'-114., 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 BIDS, OVER ALL PTD. j PINE SHELVES 48" RECEPTACLE FOR - CELL PHONE RECHARGER r cO COATHOOKS ON 71 1 3/4"x7-1/2" PTD. PINE LEDGER BD. �)STOP FOYER & DROP 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 SHEATHING. (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 FOO TA GE CAL COLA TIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI Z765-200.3) AREA CALCULATIONS (ANSI) ELEV. 'B' 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 O a_ L,J 0 Lv "t O N Lj • -O •S a�Q p a Z • W • }.. :'N _0 0• • 000 s-z"'/�/�' 0 4.1 B C3 t - O LTJ Q ►-, C\2 rD rW L Cn4E` E ­z �w Z OE A � cc d C7 o0 �axoa ZE F Cn 'tt L� Cn W W oo0 0 x J ­!� f- O L.J_j ® 1.4 �-!4 Q U ~ 0 w 0W W W I , 4.1 B C3 LTJ L 0 m o0 Z � W O L.J_j ~ 0 w W u � � = U = H Q 0 C)- p � _j DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 805/117 SCALE AS NOTED DATE 07/16/12 4.1 B z 00 VARIES 3". 7.. 3.. 4., Nom` _�F 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER mak-- 2 N I N 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'– 4" QA ELEC SECTION NICHE 2'-0" r� �Kv I N O � i - -- N - M 1,_6 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS M - -.- N �n N M 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS AT METER 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT Q 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) _:• GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) 99 REAR ELEVATION jD 1/4" = 1'-0" 6:12 E3�ENTRY inn,. _ 1._099 JOINING UNIT ELEV VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTE HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TF W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) PRECAST STUCK–ON STONE VENEER 6:12 5:12 „Y GUTTER DRAINED TO PORCH ROOF 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) FRONT ELEVATION "B" 1/4 99 /4" = 19-019 6:12 E4! ENTRY - 1/4 99 _ 1,_0„ GARAGE ELEV, w7 GUTTER DRAINED TO - PORCH ROOF H— Q 18" ROOF PORCH ROOF GUTTER 0 DRAINED TO STORM WATER 1/2" STUCCO z PLASTER FINISH (Ground FI. TYP.) ` SMOOTH FINISHED ".. WINDOW AND DOOR SURROUND DETAIL a_ WITH FLAT HEADER . (SEE DETAIL) U 24"x63" PREFORMED V) STUCCO PANEL w SHUTTERS (SEE 0 DETAIL) 1"x6" RAISED STUCCO PLASTER SILL TRIM W/ w c • •. � c w S — Q z W z '�+�� SMOOTH FINISH • • � 4 J �jwo�.....• 0�v`�,. Q "III I fp o E3�ENTRY inn,. _ 1._099 JOINING UNIT ELEV VAULTED CEILING 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTE HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TF W/ SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND — DETAIL WITH FLAT HEADER (SEE DETAIL) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH — STUCCO PLASTER (TYP) PRECAST STUCK–ON STONE VENEER 6:12 5:12 „Y GUTTER DRAINED TO PORCH ROOF 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) FRONT ELEVATION "B" 1/4 99 /4" = 19-019 6:12 E4! ENTRY - 1/4 99 _ 1,_0„ GARAGE ELEV, w7 H— Q 0 z 0 a_ U V) w 0 w c • •. � c w S — Q z W z '�+�� 0 Z • • � 4 J �jwo�.....• 0�v`�,. Q "III I fp o LL. ;1 rti O d+ L3 0 C/i4E� � w rn 0�O OF Q � I �� V 0 ZE-4M-Ez-- 0 U) Z E - �Hw z -4 C 04 w LLLJ x C\2 04 w W w Z _ II B w 0 m o0 Z In 0 W � � J O w = w o w Q 0 0 ry a 0 n- n :2 J (— DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 4,2B SHT 0F 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL -- ( 150 MP ME 2/0 ALUMINUM- DI C. SERVICE CABLE #4 COPPE - GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING 2" PVC WITH (3) #2/0 THHN ALUMINUM U D E 1111Z' ko-T R 0 U N D ELEC. RISER 10NXIINNIN11100- J LlH - J cr cr 1/4" = 1'-0" (i0 I I -- �I I � H f ff j�, mi SECOND FLOOR 1/4 99 = 19-099 3" MAX. BETWEEN TRIM AND SWITCH C/L_�_- OR 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. O7SWITCHED 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 ELECTRICaL GENERAL ELECTRICAL NI nT�_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 9 FIELD LOCATE 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF, ELECTRIC / AS NOTED ON PLANS PANEL 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF" OR THROUGH ELECTRIC I WITHIN 10' MF7,ER IN // CONDENSER). LIGHT FIXTURE NICHE I / /------ f ff j�, mi SECOND FLOOR 1/4 99 = 19-099 3" MAX. BETWEEN TRIM AND SWITCH C/L_�_- OR 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. O7SWITCHED 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 ELECTRICaL GENERAL ELECTRICAL NI nT�_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: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF, OR WAI._I_. AS NOTED ON PLANS COMBO 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF" OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). LIGHT FIXTURE 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 12.5V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PRLWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2007 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co SMOKE DETECTOR EXAUST FAN B COMBO SMOKE DETECTOR WALL MOUNTED d LIGHT FIXTURE SWITCH CEILING MOUNTED 3 -WAY SWITCH $3 LIGHT FIXTURE 4 -WAY SWITCH RECESSED CAN LIGHT FIXTURE DIMMER SWITCH ° RECESSED VAPOR PROOF FIXTURE O 110 V OUTLET FLOODLIGHT \ SWITCHED OUTLET FLOURESCENT GFI OUTLET LIGHT CEILING GFS MOUNTED 220 V OUTLET STD. LIGHT /� DIRECT WIRE FIXTURE BRACE PRF WIRE FOR TV JACK U) FUTURE FAN TV PHONE JACK ELEC. SERVICE � PANEL SPEAKER PREWIRE SPM - CODE SIZED J BOX Q WITH BLANK COVER Ld d 0 z O F-- U) w l� J ~ � z LL] F- w �! CL V) V) LTJ 12 OM z� W :2O J O w = W U J � Q = O QO0- :2Jf- DESIGN DRAWN QUADR AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/16/12 14AE SHT OF WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 2019 SF RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING w U 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 z F APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 cJ _ w w FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 N_ U O pCD(nof = GALV. METAL LATH w/ WATER RESISTANT v BARRIER PER ASTM C 1063 & APPROVED C.7 J w J wz m p z_ SHEATHING, 2x4 STUDS 0 16" O.C. TO U) Z Z Z Q C) w ENGINEERS SPECIFICATIONS) R13 BATT J U Z ?i I= J :2 a_ � Li �' Z = S c' Y u D U w0 Q Q O O Q _ ? bi L w cn Q TIED TO CONTINUOUS BOND BEAM AT TOP O _ 6'-8" 1 o Q D p Z p Z J w > F_ z 8'-0" O CD 0 zQ I- W SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 16 3'-0" o > > o- YES FOR 1 HR RATED WALLS STUD PARTITIONS 1 C W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 8'-0" W21 1H4 SH BLOCK SINGLE HUNG 26j" 508" 27j" 508" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27j" 63j" 11.59 NO 41;, �-- LLI W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27j" 72" 13.25 NO OATTIC OVER LIVING SPACE W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 44j" 8.56 1 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" 604" 11.67 NO 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 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 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE 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 CHECKED TJF W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES TYPE II RAILS FBC R311.7.7.3 FOR GRIP W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 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 NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. 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 STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, GARAGE AERA 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 2019 SF RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING w U RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 w p MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED C.7 WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR wz m UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO U) O p w O ENGINEERS SPECIFICATIONS) R13 BATT J EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. w I= J Q RATING OF 1 HOUR WHERE LIMITING DISTANCE Z a 0 o~_ = S c' Y u D FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 W C'1 p p _ ? bi L w cn o Z TIED TO CONTINUOUS BOND BEAM AT TOP O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1 A 2'-8" 8'-0" 1 R4 INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 16 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS STUD PARTITIONS 1 C 3'-0" 6'-8" 1 R4 FOR 2 STORIES TO 10'-0" MAX HEIGHT. ADD TRANSOM / ELEVATION PROVIDE 2x4 SPF#2 BOTTOM PLATE & 1D 3'-0" 8'-0" 1 R4 DRYWALL BOTH SIDES OF STUDS. TEMP GLASS FRENCH 18 LT NON-BEARING PARTITIONS TO BE 2x4 1E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FLOOR TO EXTERIOR O 2'-8" 6'-8" 1 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND 41;, �-- LLI INTERIOR DOOR 8' CLG. TYP. UNCONDITIONED SPACES APPROVED HOUSE ® 2'-8" 8'-0" 1 HALF OF REQUIRED VENTILATION AT EAVE AND HALF INTERIOR DOOR 9' CLG, TYP. OATTIC OVER LIVING SPACE O 2'-6" 6'-8" 1 1/2" INTERIOR DRYWALL FINISH ON CEILING C\2 E-co INTERIOR DOOR 8' CLG. TYP. M 3� 2'-6" 8'-0" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW INTERIOR DOOR 9' CLG. TYP. R311.7.3 ® 2'-4" 6'-8" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) INTERIOR DOOR 8' CLG. TYP. TO 2x8 HEADER & P.T. 2x4 PLATE PER ® 2'-4" 8'-0" 1 IN EVERY SLEEPING ROOM P4 C\2 0 U INTERIOR DOOR 9' CLG. TYP. 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # O5 2'-0" 6'-8" 1 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE W I J INTERIOR DOOR 8' CLG. TYP. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED 2'-0" 8'-0" 1 �" OPENING = 24" W � INTERIOR DOOR 9' CLG. TYP. 4.) STAIR DIMENSIONS SHALL BE AS © 2'-2" 6'-8" 1 �" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" 0 INTERIOR DOOR 8' CLG. TYP. MAX. NOSING = 1 1/4" © 2'-2" 8'-0" 1Ji- MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" O w INTERIOR DOOR 9' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" (D 1'-6" 6'-8" 1 h" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN, STAIR WIDTH = 3'-0" Y INTERIOR DOOR 8' CLG, TYP. MIN. CLEAR STAIR WIDTH = 31 1/2" i- a U - M 8'-0" 1 FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" INTERIOR DOOR 9' CLG. TYP. 12" FROM INSIDE EDGE ry Q0� INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" _J F - ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT DESIGN QUADRA SURFACE OF THE EXTERIOR WALL FINISH OR WATER 0 O SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS I 0 0 O I N 0100 n 20'-0" 6'-9" 8'-4" PATIO 10'-0"x 10'-0" CONCRETE OgL 11_r 1 6080 PATIO DOOR 0 4'-6" 54%30" PREP ISLAND KITCHEN TILE J7 DW 1 PNTR I I L J RAISED SNACK BAR 4'-11" A r � OA W53 W noo 0100 C r 3„ Aw 9,_11,. DINING CARPET N X100 I C p N 00 I N y J _. 313 ll„ ------ -2-4 Jo T8 2 - 16 5'-7" - 7�-82 < m CL U >- H ~ N Y J Z mo w^ Jo Q < 0 10 ami GATHERING ROOM a w CARPET 0_ v -� wW o b I_w^ IY Off.. �~ � I 1 �w �w j <U0 �0- ``ate o zo 7) 1 12" DROPPED x z = o C)_ COFFERED CEILING TO 1 p o� v 00- COVER DROPPED STEP 40" HIGH 1 x o V) KNEEWALL T C7 = Q p x m PROVIDE W/ PTD. PINE 1 O �o-w - L_- /8'TYPE "X„----..-- -CAP --- I DRYWALL a _ - - � UNDER STAIRS B~ STQRAISE I 6 -0 >, 1'-4„ 3'-8' 1 8'-3 „-10 1 1 6 17R FOYER HEA ROOMI TILE PROVIDE 45 `-) { 5 MINUTE FIRE RATED r, CC 12" DROP 2'_1„ , P1n/ OBULKHEAD - DOOR w/ RATED VV 'B-` I JAMB, SILL AND 1 C CLOSER TILE 1 I OR LDR &L-I 1 ETWH O PROVIDE _ l (-)0'-4" P RCI PAN (-)0 4„ UNDER 3 „ 5HW T 2'- -5 6'-6j" 2,-68„ 2 0" / 10 ELECTRIC 10 75 - PANEL LOC. SEE SHT E1.1 - ELEC i� A ME ER 2 N I I� GARAGED r-- ---- - T I -24' WIDE SHUTTERS I W SILL ELOW I � d O I I 2 I ti� Lj 16'0"x7'0" O.H. GARAGE DOOR LINE OF SYNTHETIC STONE WAINSCOT 2'-0" LO N I N to PROVIDE 1 LAYER 5/8" TYPE "X" EXTERIOR SHEATHING ON PORCH CEILING THIS UNIT 20'-0" 9'-57" 3'-9 " SECOND FLOOR PLAN 1/4 19 = 1'_019 2'-104„ 2,-0„ 4j" I f I I I FIRST FLOOR PLAN - 1/4 .. O-nB-�H ALLWAY 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) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO O ELEV. 'A' LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 1596 SF 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, GARAGE AERA 373 SF MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND 2019 SF RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH 18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED 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 IZ 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 V) AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS I 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 41;, �-- LLI ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE Z U VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT h••e••• °®*a, ,�� >��'''11PITi11►11���, 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 O d" 1/2" INTERIOR DRYWALL FINISH ON CEILING C\2 E-co ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH M O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 4 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R311.7.3 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. E. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER 0 Q MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM P4 C\2 0 U 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 W I J 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. Q OPENING = 24" W � MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS 07- ZQ MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" 0 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" Z ~ MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" O w FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" O W THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS = W WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN, STAIR WIDTH = 3'-0" Y FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" i- a U - M FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE ry Q0� INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" _J F - ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT DESIGN QUADRA SURFACE OF THE EXTERIOR WALL FINISH OR WATER CHECKED TJF RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH DWG.No. MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR JOB No. 905/117 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 DATE 07/20/12 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. (D MIN. STAIR HANDRAIL HEIGHT = 34" 50 1 A 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 S BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL OWALLS WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL & CEILING BETWEEN GARAGE AND LIVING 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 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 SHEATHING. (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 CEMEN TI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' 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 Q 0 0 IZ V) W 0 I 41;, �-- LLI V) f� �; LL, Z U • C Z C4,2 J h••e••• °®*a, ,�� >��'''11PITi11►11���, 0 O d" C\2 E-co M �i z �E 4 �_ O E-4 N E1 co E. n E-W w 0 Q ZO W J ICY_0 P4 C\2 0 U 0W W I J �LI_' L Q W � � 07- ZQ 0 Z ~ w > O w O W = W o Y i- a U - M ry Q0� _J F - DESIGN QUADRA DRAWN AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 50 1 A SHT OF VARIES �3r 7'T X3"4"� ISCALE 2:1 N N r A 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER ,�... 2'-0„ _ N 0 --- M I 1n ---- 3/4" RECESS � SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS VARIES__ 3 7" f " SCALE 2: 1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 6:12 7/8" STUCCO PLASTER FINISH _ (2nd FI. TYP.) 6' WIDE SCORED WINDOW SURROUND r W/ SMOOTH STUCCO z PLASTER (TYP) oo 0j PROVIDE CONTROL JOINT ® PARTY WALL PROVIDE CONTROL JOINT 37"x72"' 37"x72" BA -AG 0006 '.. STIICCn z 00 FQ 10� PLASTER (TYP) 1 GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) SEAR ELEVATION 99 A 99 1/4 91 = V-099 2'-4" EHEC ME -'TER SECTION AT METER NICHE O 0 I 00 6:12 6:12 \ 12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF PLATE _ TOP OF WINDOW SMOOTH FINISHED WINDOW -LC SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER 1"x6" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR . '.::.. 5:12 TOP OF WINDOW 12"x12"x1" SQUARE RAISED STUCCO__ -- PLASTER DETAIL W/ SMOOTH FINISH (TYP.) � ■ � � IIFF7�1 ■ 1:1 1/2" STUCCO jj (GroundEFI.FSH TYIP.) i m EEEEfl 12117 1"x6" ER RAISED STUCCO [EM PLASTER TRIM BAND W/ 11 EM EEI SMOOTH FINISH FIN. GROUND FLOOR 00 FIN. GRADE TOP OF WINDOW 1/2" NOM. STUCCO PLASTER FINISH 1"x4" RAISED STUCCO _ PLASTER TRIM W/ 7 SMOOTH FINISH OVER 0 1/2"x6" RAISED STUCCO ELECTRIC METER _ PLASTER TRIM W/ NICHE SMOOTH FINISH THICK CMVPORCH ROOF GUTTER FIN. SECOND FLOOR DRAINED TO STORM_ WATER PIPE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ "DIA. CONDUIT TO TOP OF WINDOW SMOOTH FINISH (TYP) UN THROUGH CMU 1 "x10" SMOTH FINISHED - OLLOW CORE WINDOW HEADER 2-24"x60" PREFORMED STUCCO I PANEL SHUTTERS (SEE DETAIL) 0 0 1/2" STUCCO PLASTER FINISH I (Ground FI. TYP.) 00 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE FIN. GROUND FLOOR VENEER Ni rF 00 GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SQ. FT FRONT ELE`-'ATION 1/4" = V-0" 6:12 6:12 - OVERHANG PROVIDE CONTROL JOINT 5:12 ' E`NTRY iia.. _ 1._099 L LI Q D 1"x6" RAISED STUCCO � PLASTER FRIEZE TRIM — — W/, SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW NO O e---) B IM a Q -a T CnZ E- W SURROUND WITH ARCHED 0 �O�Q�c�D � C7 E-4 cn w F z` F— LL, HEADER (SEE DETAIL) w w e Z W _ N D W II O U CQ ~ I 7/8" STUCCO o` Z � LECTRI6 METE W O � J PLASTER FINISH w = wNel —� (2nd FI. TYP.) o � Q 0CL f— —1 36" HIGH BLACK Q i —_ METAL RAILING 18" ROOF OVERHANG ���yi`.�rrrw L-- PROVIDE CONTROL o �``��` T — — JOINT j�/�� dC� ` ..e %. — — 1 /2" STUCCO `� ' Q� e d �• N •�J PLASTER FINISH _:'y 8 =Z Z (Ground FL TYP.) w d SCALE 36"x8'-0" FIRE RATED SOLID FRONT DOOR �%� Z 1"x6" RAISED STUCCO �� e••••••••••• �' �� �� PLA STS FRIEZETRIM � o SMOOTH rrrrslln� 5"x3" PREFORMED � � STUCCO WATER TABLE PRECASY" L& -8T STONE VENEER 99 A 99 6'•i GLASS AREA ON SIDE ELEVATION 'A'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) G A A G E E L E A CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT BQVIDE CONTROL JOINT NO O e---) B IM a Q -a T CnZ E- W 1.4 0 �O�Q�c�D � C7 E-4 cn w F z` F— LL, ... w w e Z W _ N D W II O U CQ ~ o` Z � LECTRI6 METE W O � J 0 w GLASS AREA ON SIDE ELEVATION 'A'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) G A A G E E L E A CHANGE IN WALL DIRECTION OPT. HANGING COACH LIGHT BQVIDE CONTROL JOINT SHT 0F 5.2A NO O e---) B 0 a Q -a T CnZ E- W 1.4 0 �O�Q�c�D � C7 E-4 cn w F z` F— > w w e Z W _ N D W II SHT 0F 5.2A O e---) B wL) a Q -a CnZ E- W 1.4 I �O�Q�c�D � C7 E-4 cn z` S A H U' o�dwH z o o o0 = 0 Z4-1\2 O U CQ ~ SHT 0F 5.2A e---) B a I W � � 0 z o0 = 0 ~ Z � W O � J 0 w = wNel o � Q 0CL f— Q DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No.---- JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT 0F 5.2A 2" PVC OFFSET-\ WITH (3) #2/0 \ THHN ALUMINUM 150 AMP--\ PANEL - i / 150 MP 2/0 ALUMINUM' DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING U D ERGROUND ELEC. RISER MICROWAVE ABOVE O J—BOX FOR COLLECTION OF TELEPHONE, DATA, AND TELEVISION WIRING FROM OUTLETS WITHIN 11 UNIT FIRST 1/4" = 19-0" PROVIDE SWITCHED DUTL T UNDER COUNTER FOR FUTURE DISPOSER Oi Dw- PNTR ..-_.... h� / d OA DINING 14 --------------------� I__ GATHERING ROOM I �\ // I \ I 1 I I I I ----------- 171, • ' i„ ;.�qm; 7R � io — � FOYER � 11, FIELD LOCATE I ELECTRIC PANEL GARAGE OUTLET FOR GARAGE DOOR 15 OPENER I I I I I I I I I I I p­­,jjI Fllll�RII 11 I I� I PO CH A** � ELECTRIC METER IN NICHE 1/4 91 /4" = 19-099 '—Of! 3" MAX. BETWEEN TRIM AND SWITCH C/L+-- TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION 20 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 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. ELEGEND.dwg EXHAUST VENT NOTE: 0"IJUL09 1. ALL EXHAUST FANS SHALL. BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE IISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ R I -i --� KITC EXAUST FAN O z COMBO I®I I 1 19- I Sl L J ��4 1 Dw- PNTR ..-_.... h� / d OA DINING 14 --------------------� I__ GATHERING ROOM I �\ // I \ I 1 I I I I ----------- 171, • ' i„ ;.�qm; 7R � io — � FOYER � 11, FIELD LOCATE I ELECTRIC PANEL GARAGE OUTLET FOR GARAGE DOOR 15 OPENER I I I I I I I I I I I p­­,jjI Fllll�RII 11 I I� I PO CH A** � ELECTRIC METER IN NICHE 1/4 91 /4" = 19-099 '—Of! 3" MAX. BETWEEN TRIM AND SWITCH C/L+-- TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELECTRICAL KEY NOTES OAIR HANDLING UNIT CONNECTION 20 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 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. ELEGEND.dwg EXHAUST VENT NOTE: 0"IJUL09 1. ALL EXHAUST FANS SHALL. BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL 125V, 15 & 20 AMP RECEPTACLES SHALL BE IISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC— FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7. ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE/ co W � SMOKE DETECTOR EXAUST FAN O z COMBO = O ~ SMOKE DETECTOR z WALL MOUNTED w�> $ LIGHT FIXTURE ~ J SWITCH O LTJ W LLJ Ld 0- CEILING MOUNTED �a 3—WAY SWITCH $3 LIGHT FIXTURE 4—WAY SWITCHRECESSED CAN cj:� Q O o - LIGHT FIXTURE CL J �- DIMMER SWITCH $° RECESSED VAPOR QUADRA AT/TJF CHECKED TJF PROOF FIXTURE JOB No. 905/117 -- 110 V OUTLET DATE 07/16/12 Q FLOODLIGHT ` SWITCHED OUTLET FLOURESCENT GFI OUTL.FT LIGHT CEILING MOUNTED 220 V OUTLET STD. LIGHT DIRECT WIRE FIXTURE BRACE & PRE WIRE FOR TV JACK � FUTURE FAN lo" TV PHONE JACK ELEC. SERVICE PANEL SPEAKER PREWIRE SPm CODE SIZED J BOX Q WITH BLANK COVER Q J W � U O z = O ~ z Lti J w�> 1=- W ~ J O LTJ W LLJ Ld 0- �a Q W � O z = O ~ z w�> 0 ~ J O LTJ �a U _ M cj:� Q O o - CL J �- DESIGN DRAWN QUADRA AT/TJF CHECKED TJF DWG.No. JOB No. 905/117 -- SCALE AS NOTED DATE 07/16/12 5.4E 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. CD Of � z 00 --- - - 6080 PATIO DOOR LAUNDRY ^I w U � Q - LOW n- RANGE HOOD VENTED TO EXTERIOR AND TILE - - E O PROVI§E O � = _ - - W F �I�I wLn _ PAN UNJR (n r r _N - L F 0 I NY�I� MANUFACTURER. (SEE STRUCTURAL ENGINEERS w 0 m J � EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED J o 0 Z Z Q W } J U Z vv'i W � w :2Li a- w Li x a z F= 0 O O o U Wo O Q W W 0 = 0 = 2 z Q Z O J a_ w D C3 O 0 U 2 O 0 (n W Chi 3 3 � t}- O 2 D 2 D � O Of z � g FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 264" 50j" 271" 50j" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26j' 63" 27j" 53j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26j" 72" 27j" 72" 13.25 NO YES W25 2438 SH FRAME SINGLE HUNG 28" 44" 28j" 444" 8.56 NO 3 W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 2'-6" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28j" 60�" 11.67 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 50j" 37j" 50j" 13.01 NO AT BASE) EQUALLY SPACED & ANCHORED 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 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 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) W57 3050 SH FRAME SINGLE HUNG 36" 60" 36j" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 72j" 18.00 YES 12" FROM INSIDE EDGE W91 48x50 SH BLOCK SINGLE HUNG 48" 50j" 48j" 508" 16.88 NO RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 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 FINISHED RAILING WITH PICKETS SPACED W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 48j" 16.00 NO A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" W97 4050 SH FRAME SINGLE HUNG 48" 60" 48j" 60j" 20.00 YES 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 SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER - L O 000 CD Of � z 00 --- - - 6080 PATIO DOOR LAUNDRY ^I w U � Q - LOW n- RANGE HOOD VENTED TO EXTERIOR AND TILE - - E O PROVI§E REQUIREMENTS ARE TO BE TAKEN AS MINIMUM � � I SPECIFICATIONS - - W F �I�I APPLINCE SHALL COMPLY WITH UL923 PAN UNJR O� r r W _ I L SEE DRAWINGS FLOOR TRUSSES BY REGISTERED TRUSS I NY�I� MANUFACTURER. (SEE STRUCTURAL ENGINEERS (UPPERS L_ _,....-..i 0 NAILING SCHEDULE) PROVIDE DRAFT STOPPING j BY CABINET EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED J o 0 WITH TPI/WTCA BCS(. (1/4') PANEL TYPE ;n C� 1r - - r w Q FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL vv'i z 0bi 0 o 1' D KITCHEN I- J GATHERING ROOM F- z Q < IL TILE CnU Z Q O = 2 Y U J Li _ _ SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED D C3 O 0 12'-7j„ w = = F- ? STRUCTURAL ENGINEERS SPECIFICATIONS w (n O z TIED TO CONTINUOUS BOND BEAM AT TOP O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1A 2'-8" 8'-0" 1 R4 INTERIOR DRYWALL FINISH, TOTAL R -VALUE 905/117 SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 1B 3'-0" 6'-8" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS 1 1C 3'-0" 6'-8" 1 R4 FOR 2 STORIES TO 10'-0" MAX HEIGHT. O I ADD TRANSOM / ELEVATION PROVIDE 2x4 SPF#2 BOTTOM PLATE & 1D 3'-0" 8'-0" 1 R4 0 0- m �B TEMP GLASS FRENCH 18 LT NON-BEARING PARTITIONS TO BE 2x4 1 E 3'-0" 8'-0" 1 R4 45 MIN. YES FOR 1 HR RATED WALLS FLOOR TO EXTERIOR O 2'-8" 6'-8" 1 PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND INTERIOR DOOR 8' CLG. TYP. 3 ® 2'-8" 8'-0" 1 ---_j ao I INTERIOR DOOR 9' CLG. TYP. I O 2'-6" 6'-8" 1 L - - -� 10 INTERIOR DOOR 8' CLG. TYP. rl)loo _ - 2'-6" 8'-0" 1 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 38"X Q INTERIOR DOOR 8' CLG. TYP. TO 2x8 HEADER & P.T. 2x4 PLATE PER ® 2'-4" 8'-0" 1 IN EVERY SLEEPING ROOM •7 INTERIOR DOOR 9' CLG, TYP. 72"RECESS 0 2'-0" 6'-8" 1 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 5'-61 " INTERIOR DOOR 8' CLG. TYP. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED 2'-0" 8'-0" 1 HE N INTERIOR DOOR 9' CLG. TYP. �IN © 2'-2" 6'-8" 1 - MIN. TREAD = 10" INTERIOR DOOR 8' CLG. TYP. MAX. NOSING = 1 1/4" © 2'-2" 8'-0" 1 MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOYER INTERIOR DOOR 9' CLG. TYP. 00 O7 1'-6" 6'-8" 1 I MIN. STAIR WIDTH = 3'-0" INTERIOR DOOR 8' CLG. TYP. 3'-S" 5.2 1'-6" 8'-0" 1 �" 00 z MIN, WINDER TREAD MEASURED= 10" INTERIOR DOOR 9' CLG. TYP. 12" FROM INSIDE EDGE 18 LITE PORCH MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT Ln DFRENCH SURFACE OF THE EXTERIOR WALL FINISH OR WATER '-0„ PATIO 10'-0"x 8'-0" CONCRETE A -IN I 0 OGARAGE �p0p I I 04 O I I I I LINE OF FLOOR ABOVE 1 --------- - -- -----------i '-4 2'-4" Ip1 16'0"x7'0" O.H. DOOR '-4 FIRST FLOOR PLAN 1/4" = 1'-0" ti19 LINE OF SINTHETIC STONE WAINSCOT 20'-11„ 3'-5�" 11'-7 j" 5'-104" 3 SID TEMPERED 1 GLASS W55 W57 W57 x O E60"x36"x20"o ER TU 21 - - - - - _ _ a z < U a Ln 1---------- 1 � a ~ 54„ ._04" 13'-10" 4 U) � n -� -�- 1 - --- oass MASTER SUITE TEMP RED CARPET Of m -'-IN In G ASS zz t° -" 21 SHOWER 00 � ENCLO�URE '-------- - _ -� N N a - 9' HIGH COFFER 3 _2 ti, 1 4-------''� 42" HIGH HALF WALL IOf_ _ T C O �N 3 I 1 � J 3'-2" 3'-8" D V TED r AHU OR 2668 BI FOLD F. A. -IN 0 �� 0 .42'-2 4'-7j" z 2668 xo 7 z BI -FOLD m of Lu a O6 DN I 17R V) SIN N Q J Q FIRST FLOOR AREA 1512„ D 6,_94„ = BEDROOM 3 MQ IN CARPET - L O 000 CD Of � z 00 --- - - 6080 PATIO DOOR LAUNDRY ^I w � Q - LOW n- RANGE HOOD VENTED TO EXTERIOR AND TILE - - E O PROVI§E REQUIREMENTS ARE TO BE TAKEN AS MINIMUM � � I SPECIFICATIONS - - W F �I�I APPLINCE SHALL COMPLY WITH UL923 PAN UNJR O� r r m Y _ I L SEE DRAWINGS FLOOR TRUSSES BY REGISTERED TRUSS I NY�I� MANUFACTURER. (SEE STRUCTURAL ENGINEERS (UPPERS L_ _,....-..i z NAILING SCHEDULE) PROVIDE DRAFT STOPPING j BY CABINET EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED J o 0 WITH TPI/WTCA BCS(. (1/4') PANEL TYPE ;n N 1r - - SHEATHING, 2x4 STUDS 0 16" O.C. TO MFR FOR FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 3: DINING ROOM OPT. TUB 1' D KITCHEN KITCHEN CAB T GATHERING ROOM 3 w ^ CARPET BASE C L� IL TILE _I ELEVATIONS TIE N 0:: ()f Co BONiW.I. 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. 21 -4I 12'-7j„ CONCRETE BLOCK WALL REINFORCED PER O a- ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS 11 :2 EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP MIRROR Lo OF WALL. 1x2 PRESSURE TREATED W53 RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO QUADRA 00 BLOCK. FI -FOIL AA -2 VAPOR SHIELD CHECKEDTJF O 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 905/117 SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) AS NOTED RATED CONTINUOUS FROM TOP OF MASONRY DATE oo`.� FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL 1 -0 DROPPED 2 3 2 0 16" O.C. O BEARING PARTITIONS 2x4 SPF#2 � w Q J FOR 2 STORIES TO 10'-0" MAX HEIGHT. O I PROVIDE 2x4 SPF#2 BOTTOM PLATE & Z 3'-2" 8„ ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR W53 O ROOF COVERING AS SPECIFIED INSTALLED PER 0 0- m �B _Io NON-BEARING PARTITIONS TO BE 2x4 (7'-4" HIGH I 111-9, SPF#2 OR 24 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS 0 D 0 j/ FLOOR TO EXTERIOR CEILING) FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE R PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND 0� Q ----I 3 PROVIDE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT _ _T ---_j ao I WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS I PAN REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND L - - -� 10 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH rl)loo _ - FURNITUREQjRVED A H R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 I 4,_5„ LOC. SEE NICHE 2 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 38"X Q (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER SHT E5.1 STRUCTURAL ENGINEERS SPECS. ELECTRIC IN EVERY SLEEPING ROOM •7 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 72"RECESS WINDOW = 5.0 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED METER MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 5'-61 " E1 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED 2" DEEP DOWN AS REQUIRED GLUED AND NAILED. 1 HE N (n X �IN 4D FOLLOWS - MIN. TREAD = 10" N MAX. NOSING = 1 1/4" W cn 3'° o 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOYER FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, 00 SEE SHT THE LOWEST PART OF THE CLEAR OPENING TO THE >- I MIN. STAIR WIDTH = 3'-0" TI LE 1 C 3'-S" 5.2 FOR WINDER STAIRS 0 00 z MIN, WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE 18 LITE PORCH MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT Ln DFRENCH SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 00 bi -� TEMP -IN I 0 OGARAGE �p0p I I 04 O I I I I LINE OF FLOOR ABOVE 1 --------- - -- -----------i '-4 2'-4" Ip1 16'0"x7'0" O.H. DOOR '-4 FIRST FLOOR PLAN 1/4" = 1'-0" ti19 LINE OF SINTHETIC STONE WAINSCOT 20'-11„ 3'-5�" 11'-7 j" 5'-104" 3 SID TEMPERED 1 GLASS W55 W57 W57 x O E60"x36"x20"o ER TU 21 - - - - - _ _ a z < U a Ln 1---------- 1 � a ~ 54„ ._04" 13'-10" 4 U) � n -� -�- 1 - --- oass MASTER SUITE TEMP RED CARPET Of m -'-IN In G ASS zz t° -" 21 SHOWER 00 � ENCLO�URE '-------- - _ -� N N a - 9' HIGH COFFER 3 _2 ti, 1 4-------''� 42" HIGH HALF WALL IOf_ _ T C O �N 3 I 1 � J 3'-2" 3'-8" D V TED r AHU OR 2668 BI FOLD F. A. -IN 0 �� 0 .42'-2 4'-7j" z 2668 xo 7 z BI -FOLD m of Lu a O6 DN I 17R V) SIN N Q J Q FIRST FLOOR AREA 1512„ D 6,_94„ = BEDROOM 3 MQ IN CARPET - L O 000 CD Of � z 00 04 V) V) - LAUNDRY ^I w � Q ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING W o J I a RANGE HOOD VENTED TO EXTERIOR AND TILE - - E O PROVI§E REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS - - W F �I�I APPLINCE SHALL COMPLY WITH UL923 PAN UNJR r FINISHED TEXTURED COATING PER BUILDERS ZO��wE - OPT_ 0 ..- --I. T- FLOOR TRUSSES BY REGISTERED TRUSS I W MANUFACTURER. (SEE STRUCTURAL ENGINEERS (UPPERS L_ _,....-..i I NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT 1 8'4" RAISED AULTE4 EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED W53 WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR W UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO EILING 1 FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL r OPT. TUB & OPT. INSULATION, 1/2" INTERIOR DRYWALL FINISH. T GATHERING ROOM BASE C BINET --_- _- OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH TIE CARPET LAUN�RY BONiW.I. 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. 21 -4I 12'-7j„ CONCRETE BLOCK WALL REINFORCED PER O a- ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS 11 :2 EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP MIRROR Lo OF WALL. 1x2 PRESSURE TREATED W53 RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO QUADRA 00 BLOCK. FI -FOIL AA -2 VAPOR SHIELD CHECKEDTJF REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 905/117 SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) AS NOTED RATED CONTINUOUS FROM TOP OF MASONRY DATE 07/20/12 FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS -0 DROPPED U373 AND INSTALLED PER MANUFACTURERS 3 2 0 16" O.C. O BEARING PARTITIONS 2x4 SPF#2 SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & CTWH CEILING N ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR W53 O ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 (7'-4" HIGH I GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 24 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR CEILING) 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 PROVIDE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF ao I WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS I PAN REQUIRED BY CALAULATION PROVIDE R30 BATT/ BLOWN INSULATION AND 10 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH UNDER HWT ELECTRIC (-)G'-4^ PANEL O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 4,_5„ LOC. SEE 1.)) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED r (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER SHT E5.1 STRUCTURAL ENGINEERS SPECS. ELECTRIC 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 METER MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE I 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. NI HE N MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE �IN I SHL TTER OPENING = 20" FOLLOWS - MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" DETAIL 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, 00 SEE SHT 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" 5.2 FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN, WINDER TREAD MEASURED= 10" (FBC-R612.2) -IN I 0 OGARAGE �p0p I I 04 O I I I I LINE OF FLOOR ABOVE 1 --------- - -- -----------i '-4 2'-4" Ip1 16'0"x7'0" O.H. DOOR '-4 FIRST FLOOR PLAN 1/4" = 1'-0" ti19 LINE OF SINTHETIC STONE WAINSCOT 20'-11„ 3'-5�" 11'-7 j" 5'-104" 3 SID TEMPERED 1 GLASS W55 W57 W57 x O E60"x36"x20"o ER TU 21 - - - - - _ _ a z < U a Ln 1---------- 1 � a ~ 54„ ._04" 13'-10" 4 U) � n -� -�- 1 - --- oass MASTER SUITE TEMP RED CARPET Of m -'-IN In G ASS zz t° -" 21 SHOWER 00 � ENCLO�URE '-------- - _ -� N N a - 9' HIGH COFFER 3 _2 ti, 1 4-------''� 42" HIGH HALF WALL IOf_ _ T C O �N 3 I 1 � J 3'-2" 3'-8" D V TED r AHU OR 2668 BI FOLD F. A. -IN 0 �� 0 .42'-2 4'-7j" z 2668 xo 7 z BI -FOLD m of Lu a O6 DN I 17R V) SIN N 54[F FIRST FLOOR AREA 1512„ D 6,_94„ = BEDROOM 3 MQ IN CARPET - L O 000 GARAGE AERA 04 V) V) Ln❑ c0LD = LAUNDRY X U w � Q ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND TILE - - E O PROVI§E REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS - - W F �I�I APPLINCE SHALL COMPLY WITH UL923 PAN UNJR r FINISHED TEXTURED COATING PER BUILDERS ZO��wE - OPT_ 0 WASHER FLOOR TRUSSES BY REGISTERED TRUSS I W MANUFACTURER. (SEE STRUCTURAL ENGINEERS (UPPERS L_ _,....-..i I NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT ROOF BELOW EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED 0 W WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR W UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT OPT. TUB & OPT. INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17EXPOSED O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE BASE C BINET --_- _- OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 18 O o LAUN�RY BONiW.I. 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 O a- ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS 11 :2 EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP C. Lo OF WALL. 1x2 PRESSURE TREATED V-24" S-1 j" BEDROOM 2 CARPET I 3 IV W57 - - II -x��; W.I.C. O Li \_�:J I In o DBLE. HANGING 0 2-2068 /�I-FOLJ�'� F)T" BATH TILE 9'-14 4'-8" I �-O W55 L,ov FIRST FLOOR AREA co EGRESS EGRESS = BEDROOM 3 MQ IN CARPET ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 04 V) V) Ln❑ c0LD = � X U w � Q 2-2068 /�I-FOLJ�'� F)T" BATH TILE 9'-14 4'-8" I �-O W55 in I Ln 3'-5" 3'-6" 3'-6" 3'-5" SECOND FLOOR P'LAN 3'-6" 0 DRYWALL KNEEWALL N s2 KITCHEN FLUSH BREAKFAST BAR SECTION 1/4 " = 19-099 5'-6" Ilk (§-11)�FOYER CURVED ARCH ROUNDED ER BEAD OUND BASE D CONSTRUCTION NOTES (Unless Otherwise Noted), ELEV. 'A' FIRST FLOOR AREA II EGRESS EGRESS II ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1588 SF ON ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2024 SF vizH� V) MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE E O EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS Ld APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH16 SUBFLOOR AND FLOOR TRUSSES T&G ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS ZO��wE 3/4" SUB -FLOOR 0 za FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 W MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT ROOF BELOW in I Ln 3'-5" 3'-6" 3'-6" 3'-5" SECOND FLOOR P'LAN 3'-6" 0 DRYWALL KNEEWALL N s2 KITCHEN FLUSH BREAKFAST BAR SECTION 1/4 " = 19-099 5'-6" Ilk (§-11)�FOYER CURVED ARCH ROUNDED ER BEAD OUND BASE D CONSTRUCTION NOTES (Unless Otherwise Noted), ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP ADHERE TO THESE PLANS AND SPECIFICATIONS AND TO 1588 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, GARAGE AERA 5 SHELVES FOR 9' CEILING STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS, 2024 SF vizH� V) MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND RANGE HOOD VENT (FBC-M1503) ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING 15 RANGE HOOD VENTED TO EXTERIOR AND JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE E O EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS Ld APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH16 SUBFLOOR AND FLOOR TRUSSES T&G ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS ZO��wE 3/4" SUB -FLOOR 0 za FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 W MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT E'oE-4�a 0 wed � O0 EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED 0 W WITH TPI/WTCA BCS(. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR W UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT IBJ LL BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17EXPOSED O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE J Lo IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIOUS FINISH 18 O 9 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 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 O a- ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS 11 :2 EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED DRAWN RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO QUADRA STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD CHECKEDTJF REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 905/117 SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) AS NOTED RATED CONTINUOUS FROM TOP OF MASONRY DATE 07/20/12 FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 3 2 0 16" O.C. O BEARING PARTITIONS 2x4 SPF#2 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 24 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 O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: 1.)) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 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 HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. O7 MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT MIN. INTERIOR GUARD HEIGHT = 36" COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE MAXIMUM 4" BETWEEN PICKETS. (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" SPECIFICATIONS. HANDRAILS TO TERMINATE IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL WALLS WHICH SEPARATE CONDITIONED LIVING FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) SPACE FROM UNCONDITIONED ATTIC SPACE MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC SHALL BE INSULATED WITH R-19 BATT ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED INSULATION. INCLUDES VAULTED CEILING, IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM SKYLIGHT, RAISED COFFERED CEILING. WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. WALL & CEILING BETWEEN GARAGE AND LIVING OSPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN, 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. - 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 ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI Z765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 662 SF SECOND FLOOR AREA 926 SF TOTAL A/C AREA 1588 SF COVERED PORCH AREA 13 SF GARAGE AERA 423 SF TOTAL AREA UNDER ROOF 2024 SF 0 a_ ry W 0 ``�```���►t�vrrrrri��e'° 0 N `1 N Cm fq� •••• V U. •••• °r' ;•W •� Z • a 0, • w Rtt* • T • Q • •• p p/� wiz LL. SHT OF 6.1A Q 0 p/� wiz V d vizH� V) 0 z A Q E O oo CnN H Ld OL U) Z E- ZO��wE z 0 za W W W> 0 E'oE-4�a 0 wed � O0 12 0 W W W Z 1 _ N D IBJ LL o SHT OF 6.1A Q ' W z 00 oo za W W> J 12 0 W O = W Y o i -QW J Lo `1 O a- 11 :2 J I - DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 6.1A 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6. 172 GLASS AREA ON FRONT ELEVATION 'A'= 102.47 SQ. FT SIDE ELEVATION "A" 1/4 19 = l'-0 99 z oc 2'— 4" ELEC M ETER, SECTION AT METER NICHE /2" NOM. STUCCO LASTER FINISH :LECTRIC METER JICHE THICK CMV ]IA. CONDUIT TO N THROUGH CMU )LLOW CORE 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) PROVIDE CONTROL JOINT 6"WIDE x18 1/2" HIGH x 18 1/2" PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) z 0 TOP OF PLATE TOP OF PLATE TOP OF WINDOW x I' 00 �j 18" ROOF OVERHANG i� 6:12 6•�2 6:12 11009.1 Oro FIN. SECOND FLOOR 6:12 . GRADE TOP OF PLATE TOP OF WINDOW I 0 I n 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR 6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL TOP OF WINDOWTYP.) of I io 1/2" STUCCO PLASTER o FINISH (Ground FI. TYP.) 00 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR FIN. GRA IFERIN Ul [11-111100 111111! 11 m 1-1 t 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH TO MATCH DOOR DETAIL 24"x24" FRAME WITH 1"x4" — RAISED SQUARE STUCCO PLASTER FINISH 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM —W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) /2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER W Q NOW W O \\ \' d 6,•. Li o 11009.1 Oro FIN. SECOND FLOOR 6:12 . GRADE TOP OF PLATE TOP OF WINDOW I 0 I n 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR 6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL TOP OF WINDOWTYP.) of I io 1/2" STUCCO PLASTER o FINISH (Ground FI. TYP.) 00 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER FIN. GROUND FLOOR FIN. GRA IFERIN Ul [11-111100 111111! 11 m 1-1 t 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH TO MATCH DOOR DETAIL 24"x24" FRAME WITH 1"x4" — RAISED SQUARE STUCCO PLASTER FINISH 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM —W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) /2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER W Q W O \\ \' d 6,•. Li o w .• LU N � +� Z Z Z Z v Q 0 • �7_ U za CQ r- WW ��°°°�ssiiro'o►�®���\®�� cl z�`� 0 (H-- = w I A o Q W O� Q = E­4i/� 1-4N E" ozLd co Q 0 Cn zF � DESIGN DRAWN QUADRA Z��WFW DWG.No. ___-- W 0 [ O O O x Ui a 6:12 F E 4- E-0 - � E OW �— 04 z C U F— I , I L.J.J W � O E1 W O \\ \' d 6,•. Li o w .• LU N � +� 0 Z Z Z v Q 0 • �7_ U za CQ r- WW ��°°°�ssiiro'o►�®���\®�� cl z�`� 0 o = w I A o E1 Q V I Li o F 11D N T ELEVATIO"N 12 Z 0 O 1/4„ = 1 �_0„ _ �7_ w z� o r- za CQ r- WW W cl z�`� 0 = w I A o Q W O� Q = E­4i/� 1-4N E" ozLd co Q 0 Cn zF � DESIGN DRAWN QUADRA Z��WFW DWG.No. ___-- W 0 [ O O O x Ui a 6:12 F E 4- E-0 - � E OW �— 04 z C U F— I , I L.J.J W � .1• �....r -'•IPLASTER HEADER TRIM W/ 8 51SMOOTH FINISH ABOVE ' °8Cx"S7 1"x7" RAISED STUCCO OITA9 PLASTER HEADER TRIM W/ 51000 SMOOTH FINISH TO MATCH GARAGE DOOR DETAIL 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 6" WIDE SCORED DOOR SURROUND W/ SMOOTH STUCCO PLASTER (TYP) GLASS AREA ON REAR ELEVATION FOR 'A'= 107.42 SQ. FT. INCLUDES PPO— IWNDOW FOR BATH OASIS REAR, ELEVATION A 1/4„ = 19_099 SHT OF 6.2A Q V I Li o LL 12 Z 0 O ao _ �7_ za ��> WW W 0 = w I Y o Q W Q = p f— U Q CL :2O IIIAT/TJF DESIGN DRAWN QUADRA CHECKEDTJF DWG.No. ___-- JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 6.2A a C 161T OPEN __2x4 FRAMING AT LANDING w/ PT POTTOM 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 STAIR SECTION !B iia.. _ 1._099 5 I AI K WLLL SZa HEADROOM CLEARANCE �A) BUILDING SECTION VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR i i VENT THROUGH ROOF, ANGLE VENT OVER SO AS i. NOT TO PENETRATE FRT > PLYWOOD WITHIN 4'-0" 2", OF PARTYWALL 3" VTR ' 2"! r-,2 Ln uvvn k� II- i ) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING ECO NOTE: AIR ADMITTANCE VALVES (A.A.V.) TOP OR PLATE OF CONVENTIONAL I II I II ISOLATED FIXTURES, A.A.V. ARE MECHANICAL I 00 I II I II I II 00 Q z CQ owco Z I � I RISER DIAURAM ' ` 0 0 ����/ ►111111111��` e o SECOND FLOOR FIN. SECOND FLOOR �� 1 _. --- HEADROOM LL W ILi CLEARANCE --- — - --- z m o o (2) 2x8 f 7 RAMING % AT LANDI G FOR HAND`,�AILS 5/8" TYPE "X" GYP. BD. UNDER STAIRS 1 x �� a POWDER y 6 cD GAR WH GE �� I 2x4 FRAMING AT Q w " % 1 Z" LANDING w/ PT 1 2 BOTTOM PLATE 1 l J FIN. GROUND FLOOR 1Li 16" OPEN WEB TRUSSES STAIRWELL S2b J W/ SLAB ON GRADE HEADROOM CLEARANCE a C 161T OPEN __2x4 FRAMING AT LANDING w/ PT POTTOM 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 STAIR SECTION !B iia.. _ 1._099 5 I AI K WLLL SZa HEADROOM CLEARANCE �A) BUILDING SECTION VENT THROUGH ROOF, ANGLE VENT OVER SO AS NOT TO PENETRATE FRT PLYWOOD WITHIN 4'-0" OF PARTYWALL 3" VTR i i VENT THROUGH ROOF, ANGLE VENT OVER SO AS i. NOT TO PENETRATE FRT > PLYWOOD WITHIN 4'-0" 2", OF PARTYWALL 3" VTR ' 2"! r-,2 Ln uvvn k� II- i ) CLEANOUT LOCATED A MAXIMUM OF 5'-0" FROM FACE OF BUILDING ECO NOTE: AIR ADMITTANCE VALVES (A.A.V.) ARE NOT DESIGNED IN LIEU OF CONVENTIONAL VENTING. A.A.V. ARE USED FOR VENTING ISOLATED FIXTURES, A.A.V. ARE MECHANICAL I 00 DEVICES. Z N �� . • w �t Q z CQ owco Z PLUMBING RISER DIAURAM ' ` N.T.S. PLAN MAY BE MIRROR IMAGE t TOP OF PLATE TOP OF PLATE Ld Q Ld _ Z N w O 04 • Q .• cp , L1. •. f�,� Sw C • I 00 O Z N �� . • w �t Q z CQ owco Z e • +, J ' ` 0 0 ����/ ►111111111��` e o Ld _ Z N /� CtI r- 0 c t4 I 00 W V 0 Q z CQ owco r- zn � 0 0 N. SECOND FLOOR Z a�=za Q U)zH � LL W ILi pa�Z)wH z m o o x Ld cn a Zo�cqa 00 00 F_ Ld _ Z N JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 6.3A I 00 N. SECOND FLOOR Q )P OF WINDOW W ILi p z 00 00 O � Q O Z co I w � J LiJ O = LTJ I N. GROUND FLOOR SLAB y u N. GRADE oo Q W ~ /S OF FOOTING J Cfl Ld 0 cl, ao� CL :2 J I -- DESIGN DRAWN QUADRA AT/TJF CHECKEDTJF DWG. No. JOB No. 905/117 SCALE AS NOTED DATE 07/20/12 SHT OF 6.3A 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP ___ PANEL -- L 150 MP 2/0 ALUMINU DI C. SERVICE CABLE MI /- 2" PVC WITH (3) #2/0 THHN ALUMINUM GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDvf,R'GROUND_ EiLEC, FIRST FLOOR ELECTRICAL 1/4 99 /4" = 19-099 SECOND 1/4 99 = 1 9 -0 99 FLOOR ELECTRICAL C/L+- GENERAL ELECTRICAL NI nTF�- 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN 3" MAX. BETWEEN INTENT ONLY. IT IS THE ELECTRICAL TRIM AND SWITCH CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY I REQUIREMENTS. TYPICAL LIGHT SWITCH TYPICAL WALL OUTLET ELEGEND.dwg EXHAUST VENT NOTE: 01JUL09 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. OR WALL AS NOTED ON PLANS 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). 1 ELECTRICAL KEY NOTES I 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 6O 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 2. ELECTRIC 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 FOUR 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. NOTES TO ELECTRICIAN: 1 . SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72. 2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 4. ALL. 125V, 15 & 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 5. ALL 120 --VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC - FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 6. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 7, ELECTRICAL DESIGN SHALL COMPLY WITH THE 2008 EDITION OF THE NEC PER THE 2010 FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND CARBON MONOXIDE © JUNCTION BOX WALL Jo- DETECTOR W W Q Tv JACK TV SMOKE DETECTOR U) Q CARBON MONOXIDE/ PHONE JACK SMOKE DETECTOR 00 O F— SPEAKER PREWIRE SPra- SINGLE POLE SWITCH W _jW 12 W EXAIJST FAN/ 3 -WAY SWITCH $3 LIGHT COMBO 4 -WAY SWITCH $4 EXALIST FAN �L DIMMER SWITCH $d WALL MOUNTED DESIGN DRAWN - LIGHT FIXTURE Y DUPLEX OLITLET 0-- CEILING MOUNTED 6m4E SHT OF LIGHT FIXTURE QUAD OUTLET 0- RECESSED CAN SWITCHED OUTLET LIGHT FIXTURE RECESSED VAPOR GFI OUTLET PROOF FIXTURE GFI OUTLET FLOURESCENT ABOVE COUNTER LIGHT CEILING SINGLE DEDICATED (D- MOUNTED 220 V OUTLET DIRECT WIRE D e- CLO J BOX BRACE & JUNCTION BOX CLG Q PRE -WIRE FOR J FUTURE FAN ELEC. SERVICE & LIGHT PANEL A/C DISCONNECT W Q 0 z 0 a_ U cn W 0 W F— Li L.I. W W W U) Q cn W �z 00 O F— za N � W _jW 12 W O Q Z OW U:2 z � a O F-- 0 CL J F— DESIGN DRAWN - CHECKED DWG.No. JOB No. SCALE AS NOTED DATE 6m4E SHT OF DenaGlass- Ultra Shaftliner Area Separation Walls 6Georgla-1131acif9c The Georgia-Pacific Gypsum Area Separation Wall assembly Is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to 68 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets all building code requirements, and provides economical fire protection and sound control, The Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit The assembly is constructed at the foundation and continues either to the underside of the protected roof sheathing or through the roof to form a parapet. The assembly is linked to the adjacent framing with aluminum breakaway clips that allow for collapse of the fire -exposed unit without collapse of the solid Area Separation Wall. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture- and mold -resistant shaftliner panel - DensGlass" Ultra Shaftliner. Components 2x4 Wood Framing t" DensGlass" Ultra Shattliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood Framing 2" H -Studs 24" o.c. Back-to-back C -Tracks 1/2" DensArmor Plus•" Interior Panel Aluminum Breakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 2" aluminum breakaway clips. DensGlass Ultra Shaftliner panels consist of a moisture resistant core with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels. DensGlass Ultra Shaftliner panels are covered by a 12 -month irrplace exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Fre Testing and Building Code Compliance S-101. The Georgia-Pacific T E119andCAN/ULC - as been fire tested to ASM ration Wall h The Georgia-Pacific Gypsum Area Separation -rated Area Separation raUon Wall assembly, constructed using Dense lass Ultra Shafthne rpanels, is listed by 2 -hour fire ' ets Underwriters Laboratory ryfUL1. Underwriters Laboratories of Carelle (ULC) and Warnock Hersey Immatlonal (WHI/TS1 and me WafIsthe requirements of the 2006Inteneti nal Building Code (IBC) Section 705 Part and Section 705" ire Walls." e L Fir Resistancesistance Directory ry under UL Designn U 373 , theGeorgia-Pacific GYpsum Area Separation Wall assembly is listed in th ULC Fire Resistance Directory ULC Design No. W 312 and the Will Fire Resistance Directory under WHI GP/WA 120 04. For copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1.800-225-6119. CAUTIOW . For product fin, safety and rste iMernufimi go to gp.eonVatio0o o. Fn, latest urtmrnal an a,nl a wiotos: Taelraie•I Service Ratline 1 D007x5.B1T9 ur www.ePerpsenr cam • 3 DensGlass- Ultra Shaftliner Area Separation Walls GYPSUM a Pacific Gypwm _ System Assemblies - 2 -Hour Ratings Construction Detail Assembly Components STC Test Reference Two layers 1 ' DensGlass" Ultra 00 Shaftliner inserted in H•Studs 24" o.c. Min. 3/4" air space between liner panels OMEN" and adjacent wood or metal framing. Two layers 1" DensGlass Ultra Shaftliner ilii inserted in H -Studs 24" o.c. Min. 3/4" air space on both sides mustbemaintained between liner panels and adjacent framing. Sound Tested with 2 x 4 stud wall with 1/2" DensArmor Pluse interior panel each side of assembly and 3 1/2" fiberglass insulation in stud space both sides. Part. Thickness: 3" 38 est. Weight per Sq. Ft.9.5 Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c. Metal framing covered using 6" wide or 1/2" DensArnlor Plus Fireguard" Type C Interior Panel or 1/2" ToughRock"' fireguardOType C gypsum board. greakawav clip facings and height of wall differ between UL Design 1.1373 and WH! GP/WA IX -04. UL DESIGN U373 ULC W312 WHi GP/WA 120-03 RAL TL89-383 UL DESIGN L1373 ULC DESIGN W312 WHI GP/WA 120-04 Based on RAL TL89-383 WHI 495-0743 DensGlass- Ultra Shaftliner Area Separation Walls Georgia4liacific Gypsy. Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from wood. in many cases the area separation wall is positioned 1" away from the wall framing to accommodate the 1 " DensGlass" Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated 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.c. When specified, apply a minimum 1/4" bead of acoustical sealant under the C -Track to maximize acoustical privacy. Run the C -Track to theendof the foundation In of offset units, see 15 under Special Conditions. 2. Start the wall with a vertical C Track atone end. Install two 1"shaftliner panels vertically with either side facing out" into the C•Track at one end of the area separation wail. Install the H -Stud over the double beveled edges of the shaftliner panels and continue alternately until the wail has reached the opposite end of the foundation. Terminate the wall using a C -Track. The vertical C -Tracks at each end of the wall should be attached in the comers to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. Note: some authorities may require labeling to be visible. 3. Cap the first section of the Area Separation Wall with a C Track and attach to the vertical C Track in the comers using a minimum of one 3/8" minimum length pan head screw. 4. Breakaway clips span the rninimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8" minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o.c.) and horizontally on every, H -Stud (24" o.c). When the total height of the Area Separation Wall exceeds 23', breakaway clips shall be installed every 5'0" for the lower 20' and every 10'0" for the upper 20" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHI/ITS Design WHI Gil 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 87 maximum for the lower 20'0" and every 107 maximum for the upper48'0" of the wall assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, item B. 6. To continue the wall, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24" o.c. Stagger back to back C -track joints a minimum of 12". 7, If a parapet is not specified, see Special Conditions, Item 11 for two code -compliant methods for installing a gypsum board roof under)ayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation Wall. Aluminum Angle Clip C -Track, Cap, Edge H -Stud, 25 -Hauge or End Closure I a� k x i, t 6&,R, y r- , _a, .uz a rv, -_ 2.1/4- .. _. 2" . _._. - _ 2..1/2" - - CAUTION: For product fin, safety and use fafarmntion, go to gp conVsaletybdo. 4- rYu latest rc,formanrN Fad fir I:ur+s Technical Service Nadine 1.e0e.MAIIe ar www.gprgpsem,6om AGeorglaVacific Gypsum Details Pull Wall Fire blocking as required 2 x 4 Stud framing Aluminum breakaway clip 3/8" Pan head screw - Sealant DensGlassTM Ultra Shaftliner Area Intersection at roof Acoustic sealant (as requireb Joist 2" C track fastener 24" o.c. - • - - Intermediate floor Foundation Roof deck per code requirement Roof truss -back C -tracks Drywall screw isGlass' Ultra Shaftliner panels -.,,.,,.ort, as required DensGlass- Ultra Shaftllner Area Separation Walls Georgleftdfic - GVPUm Special Conditions 1. When an 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 Wall, 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 iertg>t+ pan head screw to attach the alums num breakaway clip. 6. The support walls Dated 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" DensAmn Plus" Fireguard.' Type C or 1/2" ToughRoce Fireguard® Type C or 5/B" ToughRock Fireguard Type X or 5/8" DensArmor Plus fireguard Type X gypsum board strips. The gypsum board strips are attached with 1" drywall screws spaced 12" o.c. to the metal framing. This primarily occurs in accessible attic areas. Attic areas not accessible do not require the 6" wide gypsum board strips. 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 0.75" 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 be 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 panels at an angle to provide a tight fit to the structural sheathing. The 2" Area Separation Wall is not required to be capped using a C -Stud. Where the shaftliner panels are not tight to the structural sheathing, apply an approved fireblocking material (see Special Conditions, if8) to both sides of the Area Separation Wall. 11. There are two code -compliant methods for installing a fire-resistant roof underlayment: the ledger strip method and the partial roof underlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8" 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" woad ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall. 12. 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.B. 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. For specialized end-use areas, such as bathrooms, the adjacent framed walls can be coverall with DensShneId The Backer from -Pacific in lieu ofstandard paper -faced gypsum board or fiberglass mat f�dinterior panels. Is.Georgia 15. An offset occurs when one unit extends post the front or back edge of an adjacent nit. The H studs of the Area Separationaratlo n Wall tr n begins. There are two ways ' is tired before construct b a tenni Y are nut designed for hanging sheathing and cladding s p ng req g to deal with the offset. The first option is to pour enough concrete so that the Area Separation Wall and adjacent 20 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, safely and use inforstodon, go to gp.cotn/aefetyialo. F7r latest information and updates: Technical Service Hotline Ltas?15.n19 or www.gMmar.com • 5 DensGlass"" Ultra Shaftliner Area Separation Walls Georgta-Pactfic Gypwm Details Attic - Adjacent to Trusses'" DensGlass Ultra Shaftiiner panels - H stud -No minimum airspace _ . Wood truss I 6" Wide 1/2" DensArmor Plus• Fireguard" Type C panels or "Only applies if solid wall is accessible. 1/2" ToughRock• fireguard Type C or If not accessible, the strips are not regttired. 5/8" ToughRock Fireguard Type X or 1" DensGlass" Ultra Shaftliner panels Typical Roof Junction 1 Layer of 5/9" DensArmor PlusO, 2" x 2" ledger strips Type X gypsum panel for as required by nodes) - 1/2" DensArmor Plus gypsum panel or 1/2" ToughRock_ gypsum board I" DensGlass" Ultra _ _ .-- Shaftliner panels Caulk (smoke tight joint( V Roofing 1 .- Roof deck HOUR -HAFT WALLA`.--)�HY B - HcSTALLAT CAH (:SPECF CAT OHS AND DEtAUE SCALE. N.T.S. Breakaway clip Fire blocking - -- Insulation 3/4" Minimum air space Design No. U373 August 19, 2008 Wall Rating - 2 Hr (See Items 4, 4A and 40) Finish Rating - 12o Min (See Item 4) '144" CAULK - HILTI SYSTEM 3: tai" 314 - AIR SPACE UP TO AIR PAC:F..______...; .. AIR :SPACE 2 -HOUR I cc O -! , 1co � 5 J)N�Z ,,,t� f' '= U) � QH O z LJ Z w ((� ~ Ip C/o W Ltie ILLJ � LI�IL- lug ® QLSI Z Y � 6 �,��' tr � '��•k�f r. 9 UJ � F V ® � V - CY - < < a- :2 J r. i � ( h " t t rr r " c T i C0 *__ 1GT LTRATIC)N A E WcMD 7P) FM FR011.11 AREA W' ARA" n(`W NVALI, 4IDE 17AtL1` a 4',i � 1.. • r .. , .. I t l K E x , f c 3/4" AIF. SPACE 4 �. (,_70NFf0L TR TI0N B >ii1"Ff14F.ili TIJ F� 14i,i73tt EI'ff�R'iIL1E AREA SEPARATION WALL: - (Nonttearing, Max Height - 44 ft) 1. floor, Intermediate or Top Wall - 2-3/16 In. wide channel shaped with 1 in. long legs formed from No. 25 MSG gain steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No, 25 MSG gals steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and 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. GIVORGIA-PACIFIC GYPSUM L L C - Types TRSL, DGUSL PROTECTED WALL: - (Bearing or Nonbearing Wall, as indicated In Items 4, 4A and 48) TE 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 midhelght where necessary for clip attachment. min 3/4 in, separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr, Bearing Wali Rating - Corroslon protected steel studs, min No. 20 MSG (0.0328 In., min bare metal thickness) steel or min 3 1/2 In. wide, min Na. 20 GSG (0.036 In. thick) gats steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed In accordance with the current edition of the Speciffcatlon for the Design of Cold -Formed Steel 5tro4urat Me Mbers by the American Iron and Steel lnstlWte. All design details enhancing the structural Int0Ir Igrity aMthe wall InCludinq the extol design, load or the cles of all up s ocec"ehitlaif ft sial stud whY m "4iu±ea�1`ul: $ods tQosPjid l tracks with 1 . long Type 5-12 st W screws on both sides of studs or by wsldell or boat ed connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel meaftrs, ntln No. 20 MSG (0.0329 I fn., min bare metal thickness) steel or min No, 20 GSG (0.0361n. thick) genu stealIn. or No. 20 MSG (0.033 thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls, Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. O.C. Studs cross -braced with stud framing at mldhelght 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. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration 13 only, riot 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 sae, with min 1 In, long legs, attached to floor and ceiling 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 R wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-1/4 1n. long steel drywall malls spaced 12 In. OC. Wallboard attached to steel studs (Item 4A or 48) with I in. long Type S steel screws spaced 12 In. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.062 In, thick, min 2 In. wide with min 2 in, and 2-1/2 In. legs. Clips secured with one Type S screw 3/8 In. long to "H" studs and with one Type W screw 1-1/4 In, long to wood framing or steel framing through holes provided in clip. Clips spaced a max or 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 R. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7. Batts end Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classlflcatlon Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and blankets (BKNV or BZJZ) Categories for names of Classified companies, UL -0373 2 HR WALE SCALE: N.T.S. System No. W -L-2377 F Ratings - 1 and 2 Hr (See Items 1 and 3) T Ratings - 1 and 2 Hr (See Items 1 and 3 L Rating at Ambient Less that 1 CFM/Sq Ft L - Ratina at 400'F - 4 CFM/Sq Ft 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WAIL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS 10 CONSIST OF NOM 2 BY 4 IN, LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN, THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESFOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMAI_I_ER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEM ASTER@ SDR1 3.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT *BEARING THE UL CLASSIFICATION MARK SSI F Reproduced by HILll Inc. Courtesy of VD U Underwriters Labor tortes, Inc. June 20, 2000 ® ` Hilti Firestop Systems D FIRE CAULK - HILTI SYSTEM No. W -L-2377 0 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR I cc Fire Sprinklers, Inc. PENETRATION SCALE: N.T.S. SCALE: NONE 00203 PROTECTION 2 H R DESIGN DRAWN TJF TJF CHECKED TJF/WMR CP Z 0 U) 4 E- 0 � Z C� PT -1 I cc O -! , 1co � 5 J)N�Z '= U) � QH O z LJ Z w ((� ~ Ip C/o W Ltie ILLJ � LI�IL- lug DESIGN DRAWN TJF TJF CHECKED TJF/WMR I O °' W z Q~own 905/117 U) 4 E- I- � Z C� PT -1 I cc O -! , 1co � 5 J)N�Z P4 ~ � QH O z �'o��a Z Cn 0 C/o DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.N0. ILO 905/117 SCALE W DATE 12/22/10 Z Cn 0 C/o ILLJ J ® QLSI Z UJ � V ® � V - CY < < < a- :2 J DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.N0. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 SD5 PLAN VIEW TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SDOFFIT FIRE RE I ARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT -- PRE- OFFIT- PRE FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH 1 LAYER 5/8" I-YPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FAS I ENED TO 2x BLOCKING, OVERLAP WALT_ TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED PRO -I EC;TED OVERHANG DETAIL 4 SCALE: N.T.S. WALLS AND INTERIOR P�AI►RTITICINS, WOOD FRAMED GA FILE NO. WP 3510 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS One layer we type X gypsum wallboard or gypsum veneer base elpplled parallel or at right angles to each side of 2 x 4 woad studs 24'" o.c_ wtth 6d coated nalls, 1716" long, 0.0915" shank, 'A" heads. 7' o.c.IVI staggered 24"" an opposite sides. (LOAD-BEARING) Thickness: 4rfs"" Approx. Welght: 7 psf Fire Test: UL x3501-47. 48, 9-17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404, 10-14-70 1 HOUR PRE RATED EX[FRIOR WALL ASSEMBLY (U309) SCALE: N.T.S. EXTERIOR WALK INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED -- INTERIOR WALL FRAMING -- 3/4" AIR SPACE 2" H—STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C—TRACK EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 EXTERIOR WALL_ INTERSECTION DETAIL_ 3 SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING - 3/4" AIR SPACE l" DENSGLASS ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. _ EXTERIOR FACING 5/8" FIREGUARD TYPE "X" EXTERIOR GYPSUM SHEATHING 037,3 OFF SE] SCALE. N.T.S. 6" WIDE_ 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS A -F FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) 2" H—STUD 2X4 FURRING LAID FLAT AT 2.4" O.C. MAX. MECHANICALLY FASTENED TO METAL "H" STUDS I" DENSGLASS ULTRA SHAFTLINER IN r� 2" C—TRACK Lid Design No. Uig o6 Bea i*1 g''[+tTall RA0111g _ 2 MIL Nonbearing Wal'i Rating - 2 MIL lite. 2 lasriaoarot tlttrao �. Concrete Blocks* - Nominal 6 by S by 16 in., hollow or solid.. Classii&caou D-2 (2 hr). Anchor Concrete Products., Inc. Florida Ruck Trim, Inc. Film Industries Inc., d/b/aTilcon'yM1?'hitcomb. Westbrook Concrete Bloch Co., Inc., 2. Moo tax - Blocks laid in full bed of mortar, nam- 3118 in. thick, of not less than 2-i/4 and not more than 3-1/2 parts sof dean sharp sand to s part Portland cement (proportioned by volume) and not more than bo percent hydrated lime (by cement volume). 'Vertical joints staggered- . Portland went Staceo, or stun Plaster - If ,acid 1/2 hr, to Classification. Attached to concrete blocks (Item -0 4. Foamed Plasllie - (optional - not shown) 1-1, 2 in this mai, 4 It wide sheathing attached to concrete blocks (Iter s). Celotex Corp. - Type '[ ercnax *Bearing the LTL Ckassification Marling 6" WIDE 112" DENSARMOR - PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF FIRE WALL _� -= STUDS AT ROOF TRUSS (2) 1" SHAFT WAIL LINER EIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. A F— FIRE BLOCKING (2) 1" SHAFT WALL LINER FIRE WALL ULA U373 PER MANUF'R SPECS 2x4 STUDS C4 16" O.C. W? RI BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) - 3/8" I..J DATE TOP PLATE of WALL *ATTIC DETAIL -ADJACENT TO TRUSSES �- C) I-- / TRU` SES Al 24" O.C. I c> 0 '/ - 1 " DENSGLASS ULTRA SHAFT LINER :D W � - v� E- �E-o E-: w ~~P NO MINIMUM AIR SPACE H -S I UD - W/BATTEN STRIPS 0 Try LiJ - WRAP TRUSS AT TERMINATION POINT W/ 1 LAYER 5/8" TYPE Ouzo — rY "X" DENSGFASS EXT SHEATHING EA SIDE OF TRUSS 24" BACK -7FROM FASCIA DOWN INTO SOFFIT BOX FIRE CAULK ALL JOINTS — �n V) AND SEAMS w _ ATTIC EXTFRIOR �,. ",\,I\ WOOD TRUSS `/8" TYPE "X" DENSGLASS 6" WIDE 112" DENSARMOR PLUS FIREGUARD TYPE C < MOISTURE RESISTANT � T STUDS AT ROOF TRUSS PANED OVER METAL H S JD EXTERIOR SHEATHING USED G 1 LAYER 5 8" TYPE "X" DENSLAS` EXT SHEATHING BETWEEN / SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE AS SOFFIT BACKER BOARDTRUSSES FASTENED TO 2x BLOCKING, OVERT_ AP WALL TOP 3/SD5 (WHI 495-0743) DO NOT VENT OR PLATES AND RIJN TIGHT TO ROOF SHEATHING FIRE CAUI.K PENETRATE SOFT 1-F , < JOINTS AND SEAMS SECTION A A Tf.]R000H TRUSSES SHAFT LINER TOP PLATE OF WALL --------_-- ------- SCALE: N.T.S. PLAN VIEW TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SDOFFIT FIRE RE I ARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT -- PRE- OFFIT- PRE FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH 1 LAYER 5/8" I-YPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FAS I ENED TO 2x BLOCKING, OVERLAP WALT_ TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED PRO -I EC;TED OVERHANG DETAIL 4 SCALE: N.T.S. WALLS AND INTERIOR P�AI►RTITICINS, WOOD FRAMED GA FILE NO. WP 3510 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS One layer we type X gypsum wallboard or gypsum veneer base elpplled parallel or at right angles to each side of 2 x 4 woad studs 24'" o.c_ wtth 6d coated nalls, 1716" long, 0.0915" shank, 'A" heads. 7' o.c.IVI staggered 24"" an opposite sides. (LOAD-BEARING) Thickness: 4rfs"" Approx. Welght: 7 psf Fire Test: UL x3501-47. 48, 9-17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404, 10-14-70 1 HOUR PRE RATED EX[FRIOR WALL ASSEMBLY (U309) SCALE: N.T.S. EXTERIOR WALK INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED -- INTERIOR WALL FRAMING -- 3/4" AIR SPACE 2" H—STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR GYPSUM SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C—TRACK EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 EXTERIOR WALL_ INTERSECTION DETAIL_ 3 SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING - 3/4" AIR SPACE l" DENSGLASS ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. _ EXTERIOR FACING 5/8" FIREGUARD TYPE "X" EXTERIOR GYPSUM SHEATHING 037,3 OFF SE] SCALE. N.T.S. 6" WIDE_ 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS A -F FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) 2" H—STUD 2X4 FURRING LAID FLAT AT 2.4" O.C. MAX. MECHANICALLY FASTENED TO METAL "H" STUDS I" DENSGLASS ULTRA SHAFTLINER IN r� 2" C—TRACK Lid Design No. Uig o6 Bea i*1 g''[+tTall RA0111g _ 2 MIL Nonbearing Wal'i Rating - 2 MIL lite. 2 lasriaoarot tlttrao �. Concrete Blocks* - Nominal 6 by S by 16 in., hollow or solid.. Classii&caou D-2 (2 hr). Anchor Concrete Products., Inc. Florida Ruck Trim, Inc. Film Industries Inc., d/b/aTilcon'yM1?'hitcomb. Westbrook Concrete Bloch Co., Inc., 2. Moo tax - Blocks laid in full bed of mortar, nam- 3118 in. thick, of not less than 2-i/4 and not more than 3-1/2 parts sof dean sharp sand to s part Portland cement (proportioned by volume) and not more than bo percent hydrated lime (by cement volume). 'Vertical joints staggered- . Portland went Staceo, or stun Plaster - If ,acid 1/2 hr, to Classification. Attached to concrete blocks (Item -0 4. Foamed Plasllie - (optional - not shown) 1-1, 2 in this mai, 4 It wide sheathing attached to concrete blocks (Iter s). Celotex Corp. - Type '[ ercnax *Bearing the LTL Ckassification Marling 6" WIDE 112" DENSARMOR - PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF FIRE WALL _� -= STUDS AT ROOF TRUSS (2) 1" SHAFT WAIL LINER EIRE WALL UL# U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. A F— FIRE BLOCKING (2) 1" SHAFT WALL LINER FIRE WALL ULA U373 PER MANUF'R SPECS 2x4 STUDS C4 16" O.C. W? RI BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) - 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD I-YPE C _/PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) USE 2" DEEP ELEC BOXLS. ALL SWITCHES, RECEPT., PIPES, & ETC SHALL BE SURFACE MOUNTED. 1 1/2" FURRING AT PARTY WALL A SYSTEM IN ATTIC P E R MANUFACTURERS SPECS SEE 3/SD5 (WHI 495-0743) ALUVIUM CLIP PER F'R PRE NGINEERED RO F TRU, ES AT 24" O.0 --112" GYPSUM CEILING BOA --ALUMINUM CLIP PER MF'R BACK TO BACK C --TRACKS ALUMINUM CLIP PER MF'R 1 1/4" DRYWALL SCREW -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C -TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE EBC 2007 ED. TO GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. =1 I I III --1 � I III III ---III- '� „ � TYPICAL FOOTER- SEE FOUNDATION-�� - _ - II-III -ill III: -3 1 /2 MINIMUM CONCRETE SLAB �--III I I l=III- III III=III- PLAN FOR SIZE & REINFORCEMENT III- III -1.11=11 II-III 111 TIE REINFORCED WITH FIBERMESH ON EXTERIOR WALL -III III ---III- 111_111 -III- 6 mil M.B. OVER WELL COMP. SOIL FRAMING - -- CONCRETE F'c = 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION — DETAIL 1,2,&3 ON SHEET SD5 EXTERIOR WALT_ DETAIL ? HR FIRE WALL DETAIL (0373) SCALE: N.T.S. a LJL.I o 0 u0 L� I z Ld0J (� 0 F— = < LTJ D :1 7 O - U z L LJ Q LLJ ` LTJ 1-- 0_.-- ck� Q < a- J :2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 W Q 0 0 Qz� � z � - v� E- �E-o E-: w ~~P o�QI U, ,-� E., z co .-, E.., � ¢ C) Try LiJ Ouzo �.�w�¢ V) w _ LTJ D a LJL.I o 0 u0 L� I z Ld0J (� 0 F— = < LTJ D :1 7 O - U z L LJ Q LLJ ` LTJ 1-- 0_.-- ck� Q < a- J :2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 Qz� � z � - v� E- �E-o E-: w ~~P o�QI U, ,-� E., z co .-, E.., � ¢ C) LiJ Ouzo �.�w�¢ II 1L_II w _ LTJ a LJL.I o 0 u0 L� I z Ld0J (� 0 F— = < LTJ D :1 7 O - U z L LJ Q LLJ ` LTJ 1-- 0_.-- ck� Q < a- J :2 DESIGN DRAWN TJF TJF CHECKED TJF/WMR DWG.No. JOB No. 905/117 SCALE AS NOTED DATE 12/22/10 APPROVED HOUSEWRAP OVER SHEATHINC OVER WD STUD WALL LINE: OF DOOR OPENING CUT HOUSEWRAP \ SELF -ADHERING MEMBRANE Its II 1 II III of II Vi I I I I I � Ii BOND BEAM FULLY GROUTED & REINFORCED (SEE III IIS I OVER GALV. MTL. LATH W/ #15 FELT I I .T„ STEP 1 STEP 2 STEP 3 STEP 4 INSTALL 6" WIDE r'•Z \ SELF -ADHERING MEMBRANE ENGINEER'S CONNECTION SCHEDULE. FLASHING OVERLAPPING BOND BEAM FULLY GROUTED & REINFORCED (SEE DOOR FRAME SPECIFICATIONS OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. .T„ EXTEND SELF -ADHERING MIN MEMBRANE FLASHING 1" - MIN BEYOND JAMB CONNECTIONS FI ASHING ' OSB SUBFLOOR GLUED & SCREWED FINISH SECOND FLOOR ® lDO PER FBC - RES R613.6 & R613.7.5 SEE DOOR DETAILS FOR J FINISH/TRIM DETAILS SECOND FLOOR PER FBC-RES R613.6 & R613.7.5 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 STUD WALL INSTALL 6" WIDE SELF -ADHERING MEMBRANE. FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAL FLASHING MIN 1" SILL FLEXIBLE FL MPORARILY DLD-LIP & SFC OUSEWRAP (OR JCK FLAP UND L HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.( NSTALL SELF -AD AEMBRAN LASHING JAILING I TEAD oXTEND SELF -AD AEMBRAP " MIN B ASHINC v ■ r■ � ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAF' NAII SI API FS) IF REC BY FLASHING M INSTALI 9" WIDE FLEXIBLE MEMBR, at SII L. EXTEND FLASHINI FOLD HOUSEWRAP & TAPE DIAGONAI & ACROSS HEAO WINDOW PPLY f" NOM. ONTINUOUS BEA EALANT AT JAM ND HEAD or AP 0 BACK OF WIN TAILING FLANGE NE W/ 'RE -PUNCHED It IR SLOTS. INSTALL WINDOW - PLUMB, LEVEL AND SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS STEP 5 1�WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLATION CONTACTORS RFSPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS TO FORM A BACK DAM, SEAL BALANCE OF FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) FLEXIBLE FLASHING � at SILL, FLUSH TO Y INTERIOR FRAMING. INTERIOR VIEW v ■ r■ v STEP 7STEP 8STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. OfJENING ELASHM3' DETAIL `= SCALE: N.T.S. PROVIDE CONTINUOUS J" 05B SHEATHING 10 EXTEND 16" DEEP OPEN WEB FLOOR TRUSSES PER \` FLOOR TRUSS LAYOUT i Q PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED & REINFORCED (SEE — STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTITIOUS APPLICATION. Ila CONNECTIONS (}" NOMINAL THICKNESS) 2" 7' 93" PAINTED DRYWALL (R-0.45) 88 FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT— INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S I . INSIDE AIR FILM (R-0.66) SPECIFICATIONS. %1j" PRESSURE TREATED STRAPPING ®24" O.C. (R-1.10) T -NAILED INTO BLOCK. 1� INTERMEDIATE WALL_ SECS ION SCALE: N.T.S. ALUM. DRIP EDGE SET I PLEB ROOF CEMENT & NAILED OVER BLOCKING PREFIN. ALUM. FASCIA __,_ VENTED SOFFlT. CLEAN COMPACTED, TERMITE TREATED FILL, 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL, R� mg y 9 10001001 r PIMP, 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAII S TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. _ HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES ® 24"O,C, MAX. W/ Bd GUN NAILS 0 5" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC, BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV, MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (�' NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL. (SEE ENGINEERS DRAWINGS FOR REINFORCING) 31" POURED CONCRETE SLAB ON VAPOUR BARRIE FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL. SECTION SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 115 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY — SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. _ TOP OF BLOCK U/S OF SOFFIT ALUM, DRIP EDGE SET IN PLASTIC ROOF CEMENT & U NAILED OVER j"x1j" BLOCKING TOP OF WINDOW PREFIN, ALUM. FASCIA & VENTED SOFFIT. � �VEJ Pn�l E POOF Q\AGN JNR\ES �5� Yp\N.. MIN FINISHED TEXTURE COATING PER BUILDER SPECIFICA11ONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION._ NOMINAL THICKNESS) " 1,. ATTIC VENTILATION (EBC-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, INSULATION BAFFLE BETWEEN EACH TRUSS \y? Z \N �i �— PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING _ PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT, ENGINEER'S CONNECTION SCHEDULE) -- PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH CEMENTITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONIC. FILLED CELL PER STRUCT. ENGINEER'S DRAWINGS W/ MIN, 25' OVERLAP, TIED TO CONT. ROD IN FOOTING & BOND BEAM TYP CAL_ EAVE D E I AI L 3 SCALE: N.T.S. (D ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) v7ES OOF P ALUM. DRIP EDGE OVER R INSULATION BAFFLE J%1�" OVER 1�%5�" SPR, BETWEEN EACH TRUSS FASCIA / / ATTIC TOP OF PLATE I PROVIDE MIN, R19 BATT INSUL. & r U/S OF SOFFIT / #" DRYWALL CEILING LID TOP OF WINDOWS 1'-0° 42 SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS _ DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. 5� FINISHED TEXTURE COATING PER ENGINEER'S CONNECTION SCHEDULE. BUILDER SPECIFICATIONS OVER PRIMED BOND BEAM FULLY GROUTED & REINFORCED (SEE 3 COAT CEMENTITIOUS APPLICATION SPECIFICATIONS OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. 4 (b" NOMINAL THICKNESS) W I REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS e ' OSB SUBFLOOR GLUED & SCREWED FINISH SECOND FLOOR ® 16" DEEP OPEN WEB FLOOR TRUSSES PER \` FLOOR TRUSS LAYOUT i Q PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED & REINFORCED (SEE — STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT SEE STRUCT, ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENTITIOUS APPLICATION. Ila CONNECTIONS (}" NOMINAL THICKNESS) 2" 7' 93" PAINTED DRYWALL (R-0.45) 88 FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT— INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S I . INSIDE AIR FILM (R-0.66) SPECIFICATIONS. %1j" PRESSURE TREATED STRAPPING ®24" O.C. (R-1.10) T -NAILED INTO BLOCK. 1� INTERMEDIATE WALL_ SECS ION SCALE: N.T.S. ALUM. DRIP EDGE SET I PLEB ROOF CEMENT & NAILED OVER BLOCKING PREFIN. ALUM. FASCIA __,_ VENTED SOFFlT. CLEAN COMPACTED, TERMITE TREATED FILL, 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL, R� mg y 9 10001001 r PIMP, 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAII S TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. _ HALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES ® 24"O,C, MAX. W/ Bd GUN NAILS 0 5" O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC, BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV, MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (�' NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL. (SEE ENGINEERS DRAWINGS FOR REINFORCING) 31" POURED CONCRETE SLAB ON VAPOUR BARRIE FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL. SECTION SCALE: N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER 115 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY — SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. _ TOP OF BLOCK U/S OF SOFFIT ALUM, DRIP EDGE SET IN PLASTIC ROOF CEMENT & U NAILED OVER j"x1j" BLOCKING TOP OF WINDOW PREFIN, ALUM. FASCIA & VENTED SOFFIT. � �VEJ Pn�l E POOF Q\AGN JNR\ES �5� Yp\N.. MIN FINISHED TEXTURE COATING PER BUILDER SPECIFICA11ONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION._ NOMINAL THICKNESS) " 1,. ATTIC VENTILATION (EBC-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, INSULATION BAFFLE BETWEEN EACH TRUSS \y? Z \N �i �— PROVIDE MIN. R19 BATT INSUL. & DRYWALL CEILING _ PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT, ENGINEER'S CONNECTION SCHEDULE) -- PROVIDE 1" RAISED FRIEZE BD. W/ SMOOTH CEMENTITIOUS FINISH (PER ELEVATION) #5 VERTICAL REBAR IN CONIC. FILLED CELL PER STRUCT. ENGINEER'S DRAWINGS W/ MIN, 25' OVERLAP, TIED TO CONT. ROD IN FOOTING & BOND BEAM TYP CAL_ EAVE D E I AI L 3 SCALE: N.T.S. (D ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) v7ES OOF P ALUM. DRIP EDGE OVER R INSULATION BAFFLE J%1�" OVER 1�%5�" SPR, BETWEEN EACH TRUSS FASCIA / / ATTIC TOP OF PLATE I PROVIDE MIN, R19 BATT INSUL. & r U/S OF SOFFIT / #" DRYWALL CEILING LID TOP OF WINDOWS 1'-0° 42 SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS 16" DEEP OPEN WEB FLOOR jRpSSES �i FLOOR TRUSS LAYOUT` TOP OF C.M.U. WALL - I VENTED SOFFIT INSTALLED PER MANUFACTURER'S BOND BEAM FULLY GROUTED & REINFORCED (SEE SD9 / SPECIFICATIONS TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & ' UPLIFT REQUIREMENTS) W I REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. INSTALL WINDOW PER WINDOW MANUFACTURER'S #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S e SPECIFICATIONS & INSTALLATION INSTRUCTIONS DRAWINGS) ® lDO PER FBC - RES R613.6 & R613.7.5 - J SPECIFICATIONS &INSTALLATION INSTRUCTIONS SECOND FLOOR PER FBC-RES R613.6 & R613.7.5 oa cn I oPAINTED DRYWALL LEJ. PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW 11%3'2' STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S PAINTED DRYWALL (R-0.45) ENGINEER'S DRAWINGS) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) < 5j BATT INSUL. FILLED (R-13) W � I� �'Il 1__LII INCLUDING STRAPPING, DRYWALL &" CEMENTITIOUS PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) _-" OSB EXTERIOR SHEATHING W FINISH - 9 T -NAILED INTO BLOCK. - -_ 8" CONC, MASONRY UNIT WALL (R-1.11) ` FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS 4 \ OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER `- �zCl:- NOMINAL THICKNESS) GALV. MTL, LATH W/ #15 FELT PAPER OVER APPROVED SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) HOUSEWRAP. DRAWINGS FOR FOUNDATION ,. -- '1, (�" NOMINAL THICKNESS) Y, STRUCT. ENGINEER'S SPECIFICATIONS. / FINISH SECOND FLOOR 16" DEEP OPEN WEB FLOOR jRpSSES �i FLOOR TRUSS LAYOUT` TOP OF C.M.U. WALL - T'P CALr 2 STORY WALL_ SECTION SCALE: N.T.S. 0 n 11 U w ````�11►1111l1////` L p �Z`n N N ` • • �i LLJ uj bG a z Z N Lucc W C}' lop J 00 0 '��/AAAIl91114��` � �y 0 I :_� r- BOND BEAM FULLY GROUTED & REINFORCED (SEE p W Z Z_ TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) W I REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. C Zco #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S e � ~Oa co �O�Q� co DRAWINGS) ® lDO INSTALL WINDOW PER WINDOW MANUFACTURER'S J SPECIFICATIONS &INSTALLATION INSTRUCTIONS O O d� PER FBC-RES R613.6 & R613.7.5 oa cn I a GROUND FLOOR I LEJ. PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) < ACTUAL WALL THICKNESS INSIDE AIR FILM (R-0.68) W � I� �'Il 1__LII INCLUDING STRAPPING, DRYWALL &" CEMENTITIOUS PRESSURE TREATED STRAPPING @ 24" O.C. (R-1.10) W FINISH - 9 T -NAILED INTO BLOCK. - -_ 8" CONC, MASONRY UNIT WALL (R-1.11) a FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (" `- �zCl:- NOMINAL THICKNESS) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION ,. CONSTRUCTION DETAILS `.. REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER Y, STRUCT. ENGINEER'S SPECIFICATIONS. / CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE --- DESIGN z 00 - n v a 4 e FINISH GRADE CID ° 4 ° a PLASTER SKIM COAT OR 00 o TJF PAINTED FOUNDATION WALai L U� DWG.No. a, �3�" CONCRETE SLAB ON 6 MIL. ARIEPOLYETHYLENE VAPOR BARRIER 905/117 SCALE CLEAN COMPACTED, TERMITE TREATED FILL. DATE i _... _.._POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REV.) T'P CALr 2 STORY WALL_ SECTION SCALE: N.T.S. 0 n 11 U w ````�11►1111l1////` L p �Z`n N N ` • • �i LLJ uj bG a z Z N Lucc W C}' lop J 00 0 '��/AAAIl91114��` � �y 0 SD7 :_� r- p W Z Z_ cq UJ d� W JI C Zco C e � ~Oa co �O�Q� co ® lDO ~ E Z J O O d� cn c) W E- LEJ. < W � I� �'Il 1__LII Z_ W Z� a V 0 SD7 R W C �r ® 00 L.J0.j < � I� �'Il 1__LII Z� a `- �zCl:- < < [L DESIGN DRAWN TJF TJF CHECKED WMR/TJF DWG.No. JOB No" 905/117 SCALE AS NOTED DATE 12/22/10 SD7 U[ U338 1 1-10UR RATED NON-EOADHARING PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER J" TYPE "X" GYP. BD, ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER �" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOE' OF CMU WALL. cc) ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF - TOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD - DO NOT VENT OR PENETRATE SOFFIT 4 SD6 FINISH SECOND FLOOR INSULATION BAFFLE %BETWEEN EACH TRUSS '\ ; TX A -I TI C PROVIDE MIN. R19 BATT INSUL. & 2" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WAIL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED 0309 EX1 ERIOR SIRE WALL SEE SHEET SD6 g" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) &" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELL PAPER OVER APPROVED HOUSEWRAP. (g" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOORRUSSES PE FLOOR TRUSS LAYOUT` TOP OF C.M.U. WALL _ BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CUNT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) co GROUND FLOOR 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3--1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WAIL PER STRUCT, ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE - a `X' FINISH GRADE I ° 4 °� - d d ° d d PLASTER SKIM COAT OR ° PAINTED FOUNDATION WALL \ 32" CONCRETE SLAB ON 6 MIL. / ARjEPOLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) p1 HOUR EXTERIOR WALL SECTION (TYP) SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD w layer 6/e" type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c. with 11/4" Type W or S drywall mews 24' o.c. Face layer Ole" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with ITh" Type W or S drywall screws 12" o.c. at joints and intermediate trusses and 11/2' Type G drywall screws 12" o.c. placed 2' back on either side of end joints. Joints offset 24" from base layer joints. Wood trusses supporting 1W wood structural panels applied at right angles to trusses with bid nits. Appropriate roof covering. 5 � UL DETAILS Approx. Ceiling Weight 5 pat Fire Test: FM FC 172, 2.25-72; ITS, 841-88 Dedgin No U301 Bearing Wall Rating- 2'HR. Finish Rating 66 Min.. 16711 O.C. IF' 0.C. -' X4 1. f ireStOpped l . N.heads - Ex posed or covered with joint finisher. 2. Joints) - Exposed or covered with fiber tape and jointfivisher- As an alternate, nomittal 31322 in. tbirk gypsum) veneer pLaster may be applied, to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Nails - 6d cement coated nails 1-718 in. long, 4.10915 in- shank diaz 114 in. dsam heads„ and Sd cement coated nails 2-318 in. long, 0.113 in. shank dim, 9132 iin, thanes leads:. 4. Gypsum Board - * - 518 in, dxick, two layers app fed either horb:ontally or vertically: Tessler layer atla ched to studs vAth the 1-715 in. nails spaced d in. CC_ Outer layer attached to studs over inner layer with the 2-3/5 in. long nails speed 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joinis of base', layer on opposite side. When used in widths other than 45 in., gypsum board to be installed horimaWly. When Steel Framing kmbers' (Item 6) are used, base layer attebed to ftr ring channels with I in, long Type S bugle, -head steel acres spaced max 2.4 in. OC; face layer attached wiif► l -S18 in: long, Type S bugle -head steel screws spaced max 12 in. 0C_ UL DETAILS S® UL DESIGN U338 XU20NTAL SKMON 1. Wood at0e - Nom 1 by 3 W 1 by 4 In., fit were, east. M In. O.C. mer, .INtlNaiy casseoaaed' 1. "PPMrr entre' - Por Nonbeamp Wa11 ratlnp - One Myer of %M' n. thick, WINN- loos. secured t e- aide of studs. Gypsum board apples. n.mm�t,xr er wrticsiW, unless apadMd blew, "in weal Jdnb amend an tuck, and nsihd to tun and bearing peas 71n. O.C. whit ed ament cMbd nils, 1-7/0 In. Ione, 0.0915 m. shank dkm end 1/4 In. Nam nead. As an akemM, ho. a lou; hs d drywall Lcrnn. Ian In. Iona, mel be suDAlolted for the a attest casted nail, 28. GypMIM Swans - (As an alternate to Item 2, not shown) - For Nanb"dng Well rating - Any 5/I In, thick gypsum Wale supplied by the Classified Companies listed Wow shown Gypsum BOMB• (CKNX) category. Applied horGonWW or vertically and attached te snide Md bearing pates with 1.1/4 In. long Type W Caren thwd gypsum psnal rtes) trawl spaced a max B In. OC, with last Moew 1 In. from edge of bard. When used In widths other sun 48 In., gypsum board to be Installed horizontally. CANADIAN OtlPEUM COMPANY UNTM STATea OVP CO USG MO([CO S A DS C Y 2C. eypaesfi Gggyds - Same as Item 2B. For Bearing Wall mono - Additional layer of 5181n. thick, 4 R wide wallboard each side of assemdy. Anothed te scuds over inner layer 81n. O.C. max with 1.7/8 In. long Type W coares thread gypsum panty aced screws. CANADIAN GYPSUM COMPANY UNITED STATII8YP/UM CO U86 MEXICO S A DE C y 2D, "Paesn Scald+ - (As an aRemate to Item 2, not shown) - For Nonbearing Well ntinq • 5/8 les. thkk gypsum panels applied horizontally or vertically and attached a tuck are barlrq pieces with 1-1/4 In. long ryas w come tanned gypsum Panel steel Knows spewd a max 8 In. OC, with last screw 1 In. from edea of board. When used In width$ other than 48 In., gypsum bard to be Installed horizontally. AMERICAN WIME NI CO - Types AGX-1, AG -C CEETAIMTI so SYMUM INC - ProRac Type C or PmRoc Type X CIRTAIJNTIeD GYPSUM CANADA INC - Proem Type C or ProRoc Type X TEMPLE-INLAND - Type TGC 2E. OyDeuet so..as - Sarre as Item 2D. For, bearing Well rating - Additional aye of 5/8 In. Mick, 4 R wide wallboard each side of assembly. AOadud to tuck over Inner layw 6 In. O.C. max with 1-7/e In. long Type W cares thaad gypsum panel aced acmes. AMERICAN eyMUM CO - Types AGX-1, AG -C Cl rrAINTERD GYPSUM DNC - P.R. Typo C a PrORoc Type x CERTAINTIED GYPIUM CANADA INC - ProRot T/pe C or PreRoc Type X TEMMA-A/LARD - Type TG -C 2F. Gypsum nowds - (As an alternate to Item 2, not shown) - For Nollbnring Wall rating - 3/S In. thick gypsum afMls, with square edges, applied either horintally or wmcally. Gypsum panels Maned to Mmino well 1.1/4 In. long Type W cane thread gypsum panel steel KrOwa spaced a max 8 In. OC, with last 2 Waves 1 and 41n, hM on edge of board or nailed as described In IMM 3. When Lead In widths of other than 40 in., pyosum boards an to be Installed horlt"lly. TEMPLE-INLAND - GnenGless Type X. T114PLE-INIA140 - Type x ComfortGuard Sound oesdenmg Gypsum Hoard. 2I. WOE ant PartMan Parings all. AUxnaoriess - (As an alternate to Items 2 through 2N) - Nominal 5/B In. thick, 4 It wide panels, applied -ticaey and secured as described In Item 2 or 2A. IERIOUS MATERIALS LNC - Types Quk!dtodc IS, QuletRock 527 C 3. IMrde sled Nall Nerds - Gypsum board Joint, of outer layer COwrad with paper tape and Joint compound. Nall Made Of outer tayer covered win pent compound. As on alternate, no 9132 In. Mica gypsum venae placer may be applied a the entire surface of oseaAad veneer baseboard with pint$ ralntorcad with paper teps. 4. Babb and pankelss - (Optional) - Max 1 in, thickness plan or mineral fiber beat Insulation. See Batbl and Ranke s- (5 2)2) category for names of Classified companies. 4A. PENN, $Prayed' - As an akii on tleate and W-kts (Item 4) - Spray applied allulose material. The fiber to appNed wlm water te corttpleMY 011 ter enckMedrt. cavity In atxurdaMe "'c"""m the apslkatlon InelsuLtfpne supplied with the product. Nominal dry density a 9.0 lo/rta. Altenute appllatbn at., The /1tNr ls applied sum U.S. Gramnber LLC Type ADIOO hot melt adheMm t a no ninel ratio of ops part edhesNs to 6.6 puts neer to completely IT the enclosed cavity In accordance with the application InNructlons supplled with the product. Nominal dry density of 2.5 IbIft . U G GIIEENnUR L L C - CDcw2 Stabilized or Cocoon-FRM (Fire Rated MM"*) all. seek, Eprayeds - As an atemte to Batts and Blanket, (team 4) and Item 4A - Spred apoised, allulose Inwladon material. The fiber Is applied wan wear to Interior auRaces In accordance with the spoilatlon inr. supplied wlm Ne product. Applied to campleteW fill the antloeeo cavity. Minimum dry density of 4.3 pounds per cubic R. NWWOOL CO INC - collulose Ineuatan ber IN with Wow to tmngl�W PoI sthe anmrJaed -fly iste to Batts n xmrede� (Item Nth the OPPlluGon ImeMM", POEed witplied calMose Able, Theh the produuM Ino minimum dry density Mall be 4.30 IMR3. TIMI NATIONAL CELLULON CORP - Cdbar-RL. Bring Ire Ill Ck"flratlon Mark 7 U D ETA LS SOK UNDERWRITERS LABOR WITH PERMISSION UNDERWRITERS LABORATORIES P co S SAA' FIRE RETARDANT N i TREATED PLYWOODSHEAT(� NG ON PORCH HIROOF 2 LAYERS 5/8" FYPF "X" a 1 HOUR RATED GA FII.E_NO. RC2602 DENSGLASS MOISTURE 2 LAYER 5/8" TYPE"X" ENSGLASS EXT SHEATHING ON RESISTANT EXTERIOR SHEATHING USED AS IX PORCH CEILING J� SOFFIT BACKER BOARD 3 DO NOT VENT OR�- .L�`f. PENETRATE SOFFIT PRE -FINISHED ALUMINUM CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON SOFFIT AND FASCIA TO STRUCTURAL SHEETS FOR ACTUAL SIZE MATCH PARCH OVERHANG DETAIL S�8 SCALE: N.T.S. 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH 2x4 P.T. FRAMING AT 16" O.C. FIRE RETARDANT Design Ne. uvea o September 15, 2010 ska, srlM M eesrirq well Rekbtg - 1 XR. 3 (gee nems 2 and IA) O Melse Pe ang - One layer of W.Mmrd - Mm. Mt Mm. ~ Tess Layers of WMlbard - Mln. 59 MM TREATED PLYWOOD Lade Restricted M Canada- Appllafbne - Saw $-Ne FAIM XU20NTAL SKMON 1. Wood at0e - Nom 1 by 3 W 1 by 4 In., fit were, east. M In. O.C. mer, .INtlNaiy casseoaaed' 1. "PPMrr entre' - Por Nonbeamp Wa11 ratlnp - One Myer of %M' n. thick, WINN- loos. secured t e- aide of studs. Gypsum board apples. n.mm�t,xr er wrticsiW, unless apadMd blew, "in weal Jdnb amend an tuck, and nsihd to tun and bearing peas 71n. O.C. whit ed ament cMbd nils, 1-7/0 In. Ione, 0.0915 m. shank dkm end 1/4 In. Nam nead. As an akemM, ho. a lou; hs d drywall Lcrnn. Ian In. Iona, mel be suDAlolted for the a attest casted nail, 28. GypMIM Swans - (As an alternate to Item 2, not shown) - For Nanb"dng Well rating - Any 5/I In, thick gypsum Wale supplied by the Classified Companies listed Wow shown Gypsum BOMB• (CKNX) category. Applied horGonWW or vertically and attached te snide Md bearing pates with 1.1/4 In. long Type W Caren thwd gypsum psnal rtes) trawl spaced a max B In. OC, with last Moew 1 In. from edge of bard. When used In widths other sun 48 In., gypsum board to be Installed horizontally. CANADIAN OtlPEUM COMPANY UNTM STATea OVP CO USG MO([CO S A DS C Y 2C. eypaesfi Gggyds - Same as Item 2B. For Bearing Wall mono - Additional layer of 5181n. thick, 4 R wide wallboard each side of assemdy. Anothed te scuds over inner layer 81n. O.C. max with 1.7/8 In. long Type W coares thread gypsum panty aced screws. CANADIAN GYPSUM COMPANY UNITED STATII8YP/UM CO U86 MEXICO S A DE C y 2D, "Paesn Scald+ - (As an aRemate to Item 2, not shown) - For Nonbearing Well ntinq • 5/8 les. thkk gypsum panels applied horizontally or vertically and attached a tuck are barlrq pieces with 1-1/4 In. long ryas w come tanned gypsum Panel steel Knows spewd a max 8 In. OC, with last screw 1 In. from edea of board. When used In width$ other than 48 In., gypsum bard to be Installed horizontally. AMERICAN WIME NI CO - Types AGX-1, AG -C CEETAIMTI so SYMUM INC - ProRac Type C or PmRoc Type X CIRTAIJNTIeD GYPSUM CANADA INC - Proem Type C or ProRoc Type X TEMPLE-INLAND - Type TGC 2E. OyDeuet so..as - Sarre as Item 2D. For, bearing Well rating - Additional aye of 5/8 In. Mick, 4 R wide wallboard each side of assembly. AOadud to tuck over Inner layw 6 In. O.C. max with 1-7/e In. long Type W cares thaad gypsum panel aced acmes. AMERICAN eyMUM CO - Types AGX-1, AG -C Cl rrAINTERD GYPSUM DNC - P.R. Typo C a PrORoc Type x CERTAINTIED GYPIUM CANADA INC - ProRot T/pe C or PreRoc Type X TEMMA-A/LARD - Type TG -C 2F. Gypsum nowds - (As an alternate to Item 2, not shown) - For Nollbnring Wall rating - 3/S In. thick gypsum afMls, with square edges, applied either horintally or wmcally. Gypsum panels Maned to Mmino well 1.1/4 In. long Type W cane thread gypsum panel steel KrOwa spaced a max 8 In. OC, with last 2 Waves 1 and 41n, hM on edge of board or nailed as described In IMM 3. When Lead In widths of other than 40 in., pyosum boards an to be Installed horlt"lly. TEMPLE-INLAND - GnenGless Type X. T114PLE-INIA140 - Type x ComfortGuard Sound oesdenmg Gypsum Hoard. 2I. WOE ant PartMan Parings all. AUxnaoriess - (As an alternate to Items 2 through 2N) - Nominal 5/B In. thick, 4 It wide panels, applied -ticaey and secured as described In Item 2 or 2A. IERIOUS MATERIALS LNC - Types Quk!dtodc IS, QuletRock 527 C 3. IMrde sled Nall Nerds - Gypsum board Joint, of outer layer COwrad with paper tape and Joint compound. Nall Made Of outer tayer covered win pent compound. As on alternate, no 9132 In. Mica gypsum venae placer may be applied a the entire surface of oseaAad veneer baseboard with pint$ ralntorcad with paper teps. 4. Babb and pankelss - (Optional) - Max 1 in, thickness plan or mineral fiber beat Insulation. See Batbl and Ranke s- (5 2)2) category for names of Classified companies. 4A. PENN, $Prayed' - As an akii on tleate and W-kts (Item 4) - Spray applied allulose material. The fiber to appNed wlm water te corttpleMY 011 ter enckMedrt. cavity In atxurdaMe "'c"""m the apslkatlon InelsuLtfpne supplied with the product. Nominal dry density a 9.0 lo/rta. Altenute appllatbn at., The /1tNr ls applied sum U.S. Gramnber LLC Type ADIOO hot melt adheMm t a no ninel ratio of ops part edhesNs to 6.6 puts neer to completely IT the enclosed cavity In accordance with the application InNructlons supplled with the product. Nominal dry density of 2.5 IbIft . U G GIIEENnUR L L C - CDcw2 Stabilized or Cocoon-FRM (Fire Rated MM"*) all. seek, Eprayeds - As an atemte to Batts and Blanket, (team 4) and Item 4A - Spred apoised, allulose Inwladon material. The fiber Is applied wan wear to Interior auRaces In accordance with the spoilatlon inr. supplied wlm Ne product. Applied to campleteW fill the antloeeo cavity. Minimum dry density of 4.3 pounds per cubic R. NWWOOL CO INC - collulose Ineuatan ber IN with Wow to tmngl�W PoI sthe anmrJaed -fly iste to Batts n xmrede� (Item Nth the OPPlluGon ImeMM", POEed witplied calMose Able, Theh the produuM Ino minimum dry density Mall be 4.30 IMR3. TIMI NATIONAL CELLULON CORP - Cdbar-RL. Bring Ire Ill Ck"flratlon Mark 7 U D ETA LS SOK UNDERWRITERS LABOR WITH PERMISSION UNDERWRITERS LABORATORIES P co S SAA' FIRE RETARDANT N i TREATED PLYWOODSHEAT(� NG ON PORCH HIROOF 2 LAYERS 5/8" FYPF "X" a 1 HOUR RATED GA FII.E_NO. RC2602 DENSGLASS MOISTURE 2 LAYER 5/8" TYPE"X" ENSGLASS EXT SHEATHING ON RESISTANT EXTERIOR SHEATHING USED AS IX PORCH CEILING J� SOFFIT BACKER BOARD 3 DO NOT VENT OR�- .L�`f. PENETRATE SOFFIT PRE -FINISHED ALUMINUM CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON SOFFIT AND FASCIA TO STRUCTURAL SHEETS FOR ACTUAL SIZE MATCH PARCH OVERHANG DETAIL S�8 SCALE: N.T.S. 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH 2x4 P.T. FRAMING AT 16" O.C. FIRE RETARDANT w o U) W i O r- ~ N TREATED PLYWOOD N Q W W W e� a SHEATHING ON O O O o p@ ®`°`` PORCH ROOF o O o w U U U z o Cn I " W W W EW -1 ,I. II II W W W 0 II a _ O W iI U U U �- V F-- � z U LV BFAM� SD \ \ 3 a 2AYERS 1 THIS "X" DRYWALL INSTALL AND FASTEN PER U 1 HOUR RATED GA FILE NO. RC2602 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON 3 PORCH CEILING C-0 d NTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL SDH SCALE: N.T.S. FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2x4 P.T. FRAMING / 3 T)/PICAL PORCH OVERHANG DETAIL JD8SCALE: N.T.S. z w o U) W O O r- ~ N N N Q W W W e� a �I O O O z w o U) OH- WO SCALE W O Z N F_- z z z • W W W e� a �I Q °°°0°e�►�r o p@ ®`°`` c„ o O o w U U U z o Cn �n Z E_ E_ " W W W EW -1 z W W W 0 wT' 0.4 a _ O W U U U �- V �```�el►tttltti�r4 w o U) �•o WO SCALE W O Z N w _ ill �• C:) -7 N� Z s LEI 141 ��: U • t11. -� U J �`11e e� a �I Q °°°0°e�►�r o p@ ®`°`` DESIGNDRAWN TJF TJF rDWCHECKED z G.No. U) JOB No. 905/117 SCALE AS NOTED DATE W 0 o¢ r I., E zo z o Cn �n Z E_ E_ " J EW -1 z O 'ER J 0 wT' 0.4 a _ O W z W W ny �- V F-- DESIGNDRAWN TJF TJF rDWCHECKED TJF/WMR G.No. U) JOB No. 905/117 SCALE AS NOTED DATE W z Cn o Cn W J 'ER 0 � _ < W z I� �- O F-- � z U w W< Oy-�� `y / t--t- CL J DESIGNDRAWN TJF TJF rDWCHECKED TJF/WMR G.No. JOB No. 905/117 SCALE AS NOTED DATE 02/04/11 SHT OF GENERAL NOTES FLOOR FRAMING PLAN S5 DESIGN REQUIREMENTS S6 1 DESIGN LIVE LOADS (MINIMUM): SD1 AFLOORS - 40 PSF SD2 B BALCONIES - 60 PSF SD3 C DECKS - 40 PSF SD4 D STAIRS - 40 PSF + 33.7 E ROOFS - 20 PSF ENTRY DOORS WIND DESIGN LOAD INFORMATION - - 36.7 (PER FBC 2010, REF. ASCE 7-10) + 31.6 1. ULTIMATE DESIGN WIND SPEED (VULT) = 140 MPH 2. NOMINAL DESIGN WIND SPEED (VASD) = 108 MPH BUILDING CATEGORY = II + 30.0 3. WIND EXPOSURE (ALL SIDES) = B DOORS (12'x8') 4. INTERNAL PRESSURE COEFFICIENTS - 30.0 ENCLOSED BUILDINGS = +/- 0.18 + 18.5 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 - 19.7 FOUNDATIONS SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3, FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 7'-4", U.N.O. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO +1/2" WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE AF & PA "NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE - PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. ENGINEERED LUMBER 1. ALL ENGINEERED LUMBER IS TO HAVE A MINIMUM MODULUS OF ELASTICITY AS FOLLOWS: COLUMNS - E = 1,800,000 Ib/int U.N.O. BEAMS - E = 2,000,000 Ib/int U.N.O. 2. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON 6. fkO§ 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 PSFSHINGLE TYPE ROOF C VER) DL = 20 PSFRILE 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 ® 5" MIN EEMBED. -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. ��UNIT �L1�L�IliT� BUI DINouTr 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 FRESSUims OPENING TYPE END ZONE MID ZONE DWG.No. ZONE 5 ZONE 4 + 35.3 + 35.3 WINDOWS - 47.2 - 38.2 SCALE + 33.7 + 33.7 ENTRY DOORS - 44.0 - 36.7 5LIDINC-4 GLASS + 31.6 + 31.6 DOORS (8'xro'-81) - 39.8 - 34.6 SLIDING GLASS + 30.0 + 30.0 DOORS (12'x8') - 36.7 - 30.0 C31.011 x -11-011 + 18.5 + 18.5 GARAGE DOOR - 20.9 - 20.9 Ir '-0" x -'-0" + 17.7 + 17.7 GARAGE DOOR - 19.7 - 19.7 MINIMUM DESIGN PRESSURES BASED ON: REF. STANDARD ASCE 1-10 WIND SPEED (VULT) (3 SEC. GUST) 140 m.ph. EXPOSURE CATEGORY 5 BUILDING TYPE ENCLOSED 0 W I" O Z Q U cy- ry /I- V CO Ld I 0 M r -..,O V)�0 WOJ O~� 2 W >-Q0 Z W Q0� 12 J m DESIGN WMR p CHECKED W Q D O CL Or U V) W 0 z 1- 0 W z O • CQ A O 0 r - ch z m w �3 r z r" �voaw m z�NAr m z�. 00 V) z E" wv E� W o a o z zz o v� 1 a Cq E-4 Fl zN O V DRAWN LA DWG.No. 2113496 -- JOB No. SCALE AS NOTED DATE 06/30/12 si SHT LA c!� 91 e ..r.�.r m `nvWI-M t► SAM r2 1/2" FOUNDATION PLAN 3/16"=1' —0" S` M50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 8'-8" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. INDICATES 45° CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM - 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. w a 0 Z O F- U V) � � `��e1111{1111/y La DWG.No. 2113496 JOB No. I h DATE 06/30/12 • O •w �LLJ cimD.• • Z N ;�; CC i w � �... • -GVQ W O Z O Z wwG " 10'-0" 10'-4" 8'-I1 1/2" 10'-0" 1'-0 1/2'1 I'-9" 10'-0" LO 8 _3 2 1/2" 10'-0" 9'-9 1/2" I'-9" 10'-0" 8'-3" 4" 10'-0" ti ------- -------- -------� r------- -------� -------� I 8D I I I I I I I I I II T�HIGK GLNG. THICK GONG. THICK GONG. THICK GONG. I GONG. CE .>4�^ ( A A —— — — — — — — — — — ----- TT — TT T —----------------T T I Q) I r-------- I -- ■■■ IIII�r IIIII�IIIIIiIIII IIIIIIIIIIIiII IIiII�IIIIl IIII�III t] '� 'II ' IIIIIIiI �rI1 ' — TL � ■II sT—LHOF�III ■I IlI I TII -K I 1/2” HIpC ccc. SLAB uu XWAA XWA WAIFOVER4 6 MIL VAFM BARRIER OR COPACTED 1`111. 211-011 ■■ _K. /\/_m" _II„ II 2 .-_. 8�—„ .4111 II 4 / III II 3/4° I III _ '_- 7 3/4" LO -t'_ _ II IIIbV I Ir —2'-411 I r I I I iIIIjIIIii 1 v4H — — — I cn ��j r D- 11_211 I Y= I �•®•4 b`� J L_ CI I I Y 3/4" 2'-5° (o' -(o 1/2° 2'NQ 1/ 2 _5 I 5 _2 � '-ro 3/4" 2'-5" �0'40 1/2° � 2' v I 9'-6" 3'-8" ��-� 1/4" I -' I ``' I r - I I -i1 1/2 i'-0 3/4" 2'-6 11 I ■ I t oil— I \QpY im I I e I I e \4eyI - \ NQ I I■� �, i I I I `� I I I I I � � I •. .. •. 41� >� Pill 16'-0" 1 _8 6'-6" 3'-8" S'-0" 1' 2' 16'-0" 18'-4" 1'-2' 01 2'-0" 8'-0" 4' 4" 12'-0" 2'-0" 5,'-4" I' 2' 16'-0" 18'-4" I'-2' 4' 4" 18'-8 " I'-20'-4" eir 19'-4" 21'-0" 20'-0" 20'-0" 20'-0" 20'-0" 21'-0" 122'-0" FOUNDATION PLAN 3/16"=1' —0" S` M50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 8'-8" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. INDICATES 45° CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. 05 CONT. FTG. TO TIE BEAM - 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. w a 0 Z O F- U V) � � `��e1111{1111/y La DWG.No. 2113496 JOB No. I h DATE 06/30/12 • O •w �LLJ cimD.• • Z N ;�; CC i w � �... • -GVQ W O Z O Z wwG �, so** ti Z IL M Z O a P o w Z ~ O LL - W w N 0 0 L0 co W I 0 = V) �– C> vz0 11w -i w �o o�� =w� � a :2JZ a.�Jm DESIGN WMR z o� w L5 A�oEwy'0 Ed z adoEa o Dow x �I a z�W�� 0 �� DRAWN A `��e1111{1111/y La DWG.No. 2113496 JOB No. Does, v DATE 06/30/12 • O •w �C cimD.• • Z N ;�; CC i w � �... • -GVQ W O Z O Z wwG �, so** Z IL M Z O a P o w Z ~ O LL - W w N 0 0 L0 co W I 0 = V) �– C> vz0 11w -i w �o o�� =w� � a :2JZ a.�Jm DESIGN WMR z o� w L5 A�oEwy'0 Ed z adoEa o Dow x �I a z�W�� 0 �� DRAWN A CHECKED DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 S2 SHT LA DOWEL PLACEMENT PLAN, 3/16"=1'-0" SYM50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 81-8" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. 41 INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. .Y Ica a 6 a i E� 2'-a11 6._811 3' all 6' -II" I'-11" 3'-2" 4'-9" 3'-6" 6'-8" 2'-0" 3'-5" 6'-b" -6" 6'-10" 1'-l" 1'-9" 6'-a., 4'-a" 4'-a" 2'-3" 3'-5" 6'-8" -6" 6'-10" I'-1" 2'-0" 6'-b" 5' -RJ" 4'-t5" [ -a"Lt F— Q It _ - ■ Z ■ ■ O_ ■ F— 0 r rz 1 U N 0 LLI I D 1 s c0 W 1 �n Lj �` •• % �rt (j' . �• .. ,WA O • �^ � O • N Z z — • i W !i' F'r' � •O : � U i� Z •• �'` s`l''''I �® yyP . J O ��s�ise►ee 3 _j Z a IL O o� wz��� z �E W 1 Ld 'CO Z Ocn) c m 0_4c Is I U .. O.4 E- a �z E W C Ugo Ox a j �oEcq� Z V�d Ld 0 ■ LLJ �= O N Q i e CO e a WO e _I C c`1 Z L,J�O O � L 3 O a 2W� � Y 1 •�MJz w F_ ---.) J N , � 0 0 Z) raCL- y Jm DESIGN DRAWN WMR LA CHECKED DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 :r ■ S3 ■ ■ SHT ■ ■ I ill 01 C qn 0 9 0 ,� ■ � � e - ■ ■ ■ ■ ■ ■ IV I a e e cr . I I 4 ■ e - 1 m ■ ■ ■L _ -f- ■ a .. ■ e M cq - VII I l+l I ■■ m io ■ C/l - I ■■ fQ - � � �n VI 01 - 1 d)1 - v 61 0 04 1 I ;t v ■ e _ 2 - V - ' I cv • ■ • • ■ ■ •• •• • • • • • • • • •• •• X1_21 11_61 11_611 a1_8" i' -a I/ 161_a11 6 I " a'-8" 1'-8" 8'-8" 87, DOWEL PLACEMENT PLAN, 3/16"=1'-0" SYM50LS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. 05 CONT. FTG. TO TIE BEAM. (VERTICAL REINFORCEMENT SHALL BE 81-8" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. 41 INDICATES 45' CORNER BLOCK GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO RE INFORCEMENT. .Y Ica a 6 a i E� W F— Q Z O_ F— r rz U N LLI D 1 s W 1 Lj �` •• % �rt (j' . �• .. ,WA O • �^ � O • N Z z — • i W !i' F'r' � •O : � U i� Z •• �'` s`l''''I �® yyP . J O ��s�ise►ee 3 _j Z a IL O o� wz��� z �E W Z �UE,A Ld 'CO Z Ocn) c m 0_4c Is I U .. O.4 E- a �z E W C Ugo Ox a j �oEcq� Z V�d Ld 0 F— W LLJ �= O N Q i CO a WO C O V) Z L,J�O O � L 3 O a 2W� � Y 1 •�MJz w F_ ---.) N , � 0 0 Z) raCL- y Jm DESIGN DRAWN WMR LA CHECKED DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 S3 SHT IOFHEADER SCkEDULE 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) END 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 1/2" SPACER 2x8 SYP #2 BUILT UP STUD COLUMN O(3) H2X10 2x6 SYP #2 BUILT UP STUD COLUMN IOFHEADER SCkEDULE # JACK STUDS TAG HEADER FASTENERS (U. .0.) EA. END OF HEADER U.N.O. (2) 2X6's w/ d END AI NG KI H2X6 1/2" SPACER STUD HDR E END 1 (2) 2X8's w/ (8) 16d END NAIL KING H2X8 1/2" SPACER STUD TO HDR 0 EA. END 2 (2) 2X10's w/ (10) 16d END NAIL KING H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 (2) 2x12's w/ 10) 16d END H2X12 1/2" SPACER STUD T0 HDR OAIL EA.KING END 2 CONNECTOR LEGEND (1) META16 FLOOR TRUSS TO CMU Im HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU HTT4 w/ 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR D HTS1 fi 11 COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK SOLID IN FLOOR BETWEEN COLUMNS 3� I LSTA24 BEAM/GIRDER TO COLUMN 12 I HUC210-2 LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING 4❑ w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY EPDXY MIN. 5" EMBED (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING Fill w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW b❑ I HUC410 BEAM TO B/U COLUMN I LTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED Pal I HU210-2 lJ I (2) HTS16 TRUSS TO COLUMN OR TO HEADER 15 I HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED 16 I MSTC40 COLUMN ABOVE TO COLUMN BELOW Fri] I SUL26, TRUSS TO LEDGER Ig I SUR26, TRUSS TO LEDGER I4ATCh4 INDiCATE5 FIRE RETAA Y RDT PLWOOD I s t F LOOR FRAMING PE, LAN 3/16"=1'—V 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. TRUSS PER PL CONNE( PER PL (2) 2X 1/2" 1 .L -X .AW. O BEAM DETAIL (2) MSTAM36 BENT 90 DEG. ONE TO EACH PLY OF THE (2) 2X10 AND TO BLOCK CMU BLOCK WALL 2X6 PT LEDGER W/ (2) 1/4"X3-1/2" SDS SCREWS 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" 2 EYEIBROW DETAIL GENERAL NOTES 1.FLOOR JOIST HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST COMPANY 2.REFER TO TRUSS MAN. DRAWINGS FOR TRUSS DESIGNATIONS 3.ALL TRUSS/BEAM TO MASONRY CONNECTION TO BE META -16 (U.N.O.) FLOOR NAILING SCHEDULE FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.O.) WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. ROOF NOTES: Ld 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO ~ SERVE AS A TRUSS DESIGN. Q 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. z 7. REFER TO MANUFACTURER SPECIFICATIONS FOR 0 INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE F - INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 a' CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND 0f BLOCKING SHOWN ON PLANS. U 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN () LIVING SPACE IS ABOVE THE GARAGE. LJ 10. 3/8" THK OSB UNDERLAYMENT IS REQUIRED ON ALL 0 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 i TO BE PLACED WITH LONG DIMENSION PERPENDICULAR p >: TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL Ld UNSUPPORTED ROOF SHEATHING JOINTS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE' pq ��11111111/ W O MIN. PLYWOOD OR 15/32„ O.S.B. AND SHALL BE NAILED U; 4' a n 04 w/ (2) ROWS 0 3” O.C. AT TOP AND (1) ROW AT BOTTOM `��� `� •�••.�..�• /I/� �iZ N = OF WALL, 6" O.C. ALL OTHER EDGES AND 12" IN .;� �•••� • Sl_ WXi _ FIELD. BLOCKING SHALL BE PLACED AT ALL c, Z 4Q,:w C b•: Z Z • cn P� 0 ,.► fm Q SHEATHING JOINTS. NOTE: COMBINED USE SHEATHING METHOD _ W CM W � Ir U USED FOR UPLIFT & SHEAR RESISTANCE. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS • v F"- v? .J J SHALL BE 8d 0.131 x 2-1/2" RING SHANK NAILS. ALL %•••••..••..•'G� OTHER SHEATHING APPLICATIONS SHALL BE 8d 0.131 x z 'esu ��r/ �( Q�O`����' J_ O 2-1/2" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN ���s�111111111�'�,e 3 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT 0 TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVELY p" TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED Z GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR Q COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE J WITH ASTM A 153. ,'Z CONNECTION NOTES: .�o� ALL TRUSS/BEAM TO MASONRY CONNECTORS !! ^^ W V O TO BE SIMPSON META16 (WITH A TSS IF THE V A FRAMING IS NOT EQUIPPED WITH A MOISTURE Z r12 Z O W BARRIER), U.N.O. H Z .� ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE 0:40 G 4 SIMPSON H2.5T U.N.O.Z C rd A m ATTACH TRUSSES WITH AN 8" RAISED HEEL TO Q cnN 0 FRAME WALL WITH A MTS12 w/ (5) 10d NAILS ("Ya �pt a G INTO THE TOP PLATE AND (5) 10d x 1 1/2" A x C a d, NAILS INTO THE TRUSS TOP CHORD a E, `-' ALL TRUSS TO TRUSS CONNECTIONS TO BE CZ SPECIFIED BY TRUSS MANUFACTURER U.N.O. o cy_ U p" W O ALL HARDWARE -TO -FRAME WALL CONNECTIONS (TRUSS J 0 43 CLIPS, STRAPS) ARE TO BE ATTACHED TO THE OUTSIDE E p" OF THE WALL, U.N.O. _ 0 Z 019 N ,.1 SIMPSON H2.5A MAY BE USED ON CORNER O U d JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. W REPLACEMENT FOR = N OMITTED STRAPS: y N 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. L ROOF VENTS: co 1. VENT SIZES TO BE CALCULATED BY OTHERS V I 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE '�� LJ O 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 0 W 4. ROOF VENT AREA FORMULA: © Z F- ID SQ. FT. OF CLG= AREA OF FREE VENTILATION REQ'D. of �: 0 150* Li * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 0 = W Y 2X4 FRAMING OR 2X6 PT LEDGER W/ 2X4 FRAMING OR Q 0 D PRE -ENG. TRUSSES (2) 1/4"X3-1/2" SDS PRE -ENG. TRUSSES -J Z 0 24" O.C. MAX. SCREWS 0 16" O.C. 0 24" O.C. MAX. W/ SIMPSON H4 TO W/ SIMPSON H4 TO W _ LEDGER LEDGER � Q 0 ROOF SHEATHING ROOF SHEATHING kF N PER PLAN FLOOR SYSTEM FASTEN PER PLAN AND CON. PER A9 DESIGN DRAWN ) 10d NAILS PLAN USE (4) 10d NAILS cti WMR LA ONV. FRAMED FOR CONV. FRAMED - - - " CHECKED ONLY MEM. ONLY 52 2X4 SCABBED TODWG.No2113496 TRUSS VERTICAL w/ JOB No. (2) 1Od 0 3" O.C. P -"....SCALE AS NOTED 2X6 FACIA ATTACH 2X4 LEDGER TO DATE 06/30/12 SCAB w/(4) 10d NAILS 1 3 S4 3/4"=11-011 EYE5fROUJ DETAIL Alice 3/���=I0-001 SHT 2nd FLUOR FRAMING PLAN. CONNECTOR LEGEND D (1) META16 FLOOR TRUSS TO CMU 10 HTT4 COLUMN TO CMU w/ 5/8" ATR, 6" EMBED. BLOCK SOLID IN FLOOR BETWEEN COLUMN AND CMU LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING HTS16 11 HTT4 w 5/8" ATR, TO INVERTED HTT4, 2nd FLOOR COLUMN TO (4) 2X4 1st FLOOR COLUMN BELOW. BLOCK w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY SOLID IN FLOOR BETWEEN COLUMNS 3❑ LSTA24 BEAM/GIRDER TO COLUMN 12 HUC210-2 # OF JACK STUDS LSTA24 BEAM TO POST, ABU44 POST TO CMU OR FOOTING HEADER FASTENERS (U.N.O.) F41 w/ 5/8" ALL THREAD, DRILL & EPDXY w/SIMPSON SET 13 MGT w/ 5/8" ATR, 6" EMBED IN SIMPSON SET EPDXY U.N.O. EPDXY MIN. 5" EMBED (2) 2X6's w/ (6) 16d END NAIL KING UP STUD COLUMN H2X6 1/2" SPACER STUD TO HDR 0 EA. END ❑5 (2) HTS20 TRUSS/BEAM TO POST, HTT4 POST TO FOOTING w/ 5/8" ALL THREAD ROD TO FTG. MIN. 7-3/16" EMBED. 14 (2) MTS16 COLUMN TO GIRDER BELOW DRILL & EPDXY w SIMPSON SET EPDXY 1/2" SPACER 8 HDR EA STUD 2 HUC410 BEAM TO B/U COLUMN 15 HTT4 COLUMN TO FOOTING w/ 5/8" ATR, 8" EMBED ILTT20B COLUMN TO FOOTING w/ 5/8" ATR, 6" EMBED I 16 I MSTC40 COLUMN ABOVE TO COLUMN BELOW F8 I HU210-2 I 1'1 I SUL26, TRUSS TO LEDGER l� I (2) HTS16 TRUSS TO COLUMN OR TO HEADER I 18 I SUR26, TRUSS TO LEDGER 3/16 "=19 -0" HEADER SCHEDULE COLUMN SCHEDULE OA # OF JACK STUDS TAG HEADER FASTENERS (U.N.O.) EA. END OF HEADER UP STUD COLUMN OB (3) U.N.O. SYP (2) 2X6's w/ (6) 16d END NAIL KING UP STUD COLUMN H2X6 1/2" SPACER STUD TO HDR 0 EA. END 1 #2 (2) 2X89s w/ d END NAILKING H2X8 1/2" SPACER 8 HDR EA STUD 2 UP STUD COLUMN (2) 2X1 O's w/ (10) 16d END NAIL KING 2x8 H2X10 1/2" SPACER STUD TO HDR 0 EA. END 2 < (2) 2x12's w/ (10) 16d END NAIL KING SYP H2X12 1/2" SPACER STUD TO HDR 0 EA. END 2 NOTE: HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQ. *- HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EA. END INDICATES BEARING FRAME WALL 2x's 016" O.C. (2) 2X8 LEDGER. ATTACH 1 st PLY TO EACH WALL STUD WITH (4) 1 Od ® = NAILS. ATTACH 2nd PLY TO 1st PLY w/ (2) ROWS OF 10d NAILS 0 6' O.C. PER ROW, STAGGERED 3" 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 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 CLC-_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUCQ410—SDS O 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" =1' -m" z J cn a- vCD Z ra L Q LL_ x 0 O J —I F- L4_ F- II-_ _0 W N �N Q z L0 c� Lv 0 o V) 0 w0 -j 0~� = Lu T- Y JZ LU F = 0 Q: O �CL:2_jm DESIGN � WMR CHECKED DWG N W Q Z 0 U N Ld r"I LiJ d 0 n N 0 z U J a 0 w 0 Z C L0 wC)wo� Q C Ls7 .� �3 P4 a C�3VAvi m Zo E4 Z ^ �:)A�Da Enz 0 144 �o�ox a OaCqE o L) DRAWN COLUMN SCHEDULE OA (2) 2x4 SYP #2 BUILT UP STUD COLUMN OB (3) 2x4 SYP #2 BUILT UP STUD COLUMN OG 4x4 PT SYP #2 COLUMN <8>(4) 2x4 SYP #2 BUILT UP STUD COLUMN O(2) 2x8 SYP #2 BUILT UP STUD COLUMN < (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 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 CLC-_ AREA OF FREE VENTILATION REQ'D. 150* * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HUCQ410—SDS O 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" =1' -m" z J cn a- vCD Z ra L Q LL_ x 0 O J —I F- L4_ F- II-_ _0 W N �N Q z L0 c� Lv 0 o V) 0 w0 -j 0~� = Lu T- Y JZ LU F = 0 Q: O �CL:2_jm DESIGN � WMR CHECKED DWG N W Q Z 0 U N Ld r"I LiJ d 0 n N 0 z U J a 0 w 0 Z C L0 wC)wo� Q C Ls7 .� �3 P4 a C�3VAvi m Zo E4 Z ^ �:)A�Da Enz 0 144 �o�ox a OaCqE o L) DRAWN W_ 0. 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 SHT S5 W_ L9F16 L9F16 L5F16 L9F16 L9F16 L9F16 L9F16 L8F16 L9F16 L9P16 L9F16 L5F16 LE L2FI4 MCE888D L2F16 TYPE DESIGNATION ' - 2113496 JOB No. a . F = U = FILLED W/ GROUT UNFILLED - & BOTTOM) < = e DATA FROM THE 00 APPROVED LX FX_ � 0 •E o #5 REBAR AT BOTTOM 8" DEEP OF LINTEL CAVITY 24" DEEP BOTTOM REINFORCING LINTEL MARK PROVIDED IN LINTEL • • NOMINAL HEIGHT 2'-2" - 2231 3069 6113 7-5/8"ACTUAL 8974 10000 8" NOMINAL WIDTH 3'-0" 1691 FILLED L6F14 MORONI L6F14 L3FI4 McNamp L3F14 McRae 1!leCe86�D L1F14 RECE88ED L2F28 LbFl2 L2F32 L4Flb L2F32 L2F38 L4F16 L8F12 L2F24 L11F36 L11F36 L20F3b L20F36 L20F36 L2mF36 #5 REBAR AT TOP ' - 2113496 JOB No. MIN. (1) REQ'D LOAD TABLE �1-1 /2" CLEAR W/(1)#5 TOP & BOTTOM) DATE 06/30/12 C.M.U. a DATA FROM THE FOLLOWING APPROVED � ,z J GROUT o #5 REBAR AT BOTTOM 8" DEEP OF LINTEL CAVITY 24" DEEP BOTTOM REINFORCING MARK MAX. CLR. OPENING PROVIDED IN LINTEL L1 (VARIES) 2'-2" #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR 8" NOMINAL WIDTH UN—FILLED M. U. OUT TTOM REINFORCING OVIDED IN LINTEL �vARIES) 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. (ex. L31`12 = L3F8) 14" DEEP 5206 5206 5206 5206 4567 3810_ 2738 1568 1436 1436 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 w F- a 0 � t ao >: w L3F16 GED �/&•,�s a n cj C-4 0 W � N _ Z W Q CV — O V ;O Q Z GED •e Z ~ •e••� J L seeee••=0� `��� � 2i P z� C _1 O 3 4" L2F38 Z O wVO�� Q En z � �3 E- z .� CL 0;:4oa ZupAC m J 0zLd a o c �— �PE�v,.... Z In E Z oar z z � J hoaCq o U�� Ld LaJ V) 0 S L0 Ld I � �O0 Q im _V Z I— on, 0 � w3:0� 0 2W� Y 0 0 JZ W =0 Q � CL m DESIGN7 DRAWN WMR LA o CHECKED 52 DWG N ' - 2113496 JOB No. PRECAST LINTEL LOAD TABLE (COMPOSITE W/(1)#5 TOP & BOTTOM) DATE 06/30/12 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM QUALITY PRECAST CO., LOTT'S CONCRETE. STANDARD LINTELS DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, RECESSED LINTELS -FILLED MARK MAX. CLR. OPENING 8"UNFILLED 8" DEEP 16" DEEP 24" DEEP 32" DEEP MARK MAX. CLR. OPENING 6" DEEP L1 2'-2" - 2231 3069 6113 8974 10000 R1 3'-0" 1691 L2 2'-10" 1783 3069 6113 6113 8974 10000 R2 3'-4" 1425 L3 3'-4" 1343 2693 8974 10000 R3 3'-6" 1320 L4 3'-10" 1217 2165 6113 8672 10000 R4 3'-8" 1230 L5 4'-0" 1006 1663 5365 7342 10000 R5 4'-0" 1081 _ L6 4'-8" 860 1651 5365 7342 10000 R6 5'-0" 846 L7 5'-2" 710 1423 4360 6036 8328 R7 5'-0" 693 L8 5'-10" 570 1232 3480 8360 8825 R8 7'-0" 526 L9 6'-10" 488 991 2661 5681 6472 R9 8'-0" 415 L10 7'-8" 416 752 1843 3486 6390 R10 9-'0" 415 L11 8'-8" 354 726 1843 3486 2781 2423 2193 1838 1838 1697 1779 1660 1379 1177 1114 1024 981 824 6205 4754 4006 3552 2883 2883 2630 2662 2439 1997 1676 1468 1441 1376 1147 L12 9'-10" 315 618 1533 L13 8 292 567 1366 L14 -10'- 11'-4" 277 525 1254 L15 11'-10" 255 471 1075 L16 12'-8" 239 458 1075 L17 13'-4" 0 430 14'-0" 0 418 14'-8" 0 379 -__ 1002 1234 L18 L19 1160 L20 16'-8" 0 288 950 L21 L22 18'-8" 0 224 750 19'-4" 0 180 20'-8" 0 177 598 L23 598 L24 21'-4" 0 164 23'-4" 0 129 550 450 L25 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. L31`12 = L3F8) 14" DEEP 5206 5206 5206 5206 4567 3810_ 2738 1568 1436 1436 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 w F- a 0 � t ao >: w L3F16 GED �/&•,�s a n cj C-4 0 W � N _ Z W Q CV — O V ;O Q Z GED •e Z ~ •e••� J L seeee••=0� `��� � 2i P z� C _1 O 3 4" L2F38 Z O wVO�� Q En z � �3 E- z .� CL 0;:4oa ZupAC m J 0zLd a o c �— �PE�v,.... Z In E Z oar z z � J hoaCq o U�� Ld LaJ V) 0 S L0 Ld I � �O0 Q im _V Z I— on, 0 � w3:0� 0 2W� Y 0 0 JZ W =0 Q � CL m DESIGN7 DRAWN WMR LA o CHECKED 52 DWG N ' - 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 S6 SHT 1/2" G.W.B. OVER VAPOR O 8" CMU BLOCK BARRIER W/ R-3 INSUL. BETWEEN 3/4" P.T. VERTICAL Ld a a i it FURRING 6 24" O.G. PER MFG, SLIDING (1) S FROM FTG. TO i TIE BEAM SPLICE TO 3-1/2" GONG. SLAB GYP. BD. EA. SIDE SPECS GLASS DR.� II BE MIN. 30" GROUT w/ FIBERMESH REINF. CELL SOLID OVER (o MIL. 2x 'S 6 16" O.G. I VAPOR BARRIER SP -4 (2x4) / 5P-6 (2x(o) ° LOPE a° I e GRADE ° x 7 WEDGE /SP -8 (2x8) °ra ° I=III 1I- HORS 6" FROM EACH STUD 4 TOP BOTTOM ° -I MONOLITHIC FOUNDATION' W/ (2) 05 DIA. RODS CONT. 4m— I 1 _ GLEAN COMPACTED FILL ON CHAIRS 10, END OF WALL 0 ° ° SILL F MED ON SITE e 13590 STANDARD DENSITY WHERE 2ND STORY OCCURS FTG SHALL BE 1'-8" WIDE W/ (3) S BARS FOOTING SECTION lU/ BLOCK 3 1/2" CONC. 5LA5 -i,_---- A I I- ' S" x 8" THICKENED SLAB w/ (1) 05 CONT. GRADE O THICKENED EDGE 1/2" G.W.B. OVER — 1 1/2" P.T. VERTICAL FURRING Im 24" O.G. (3) "5'S CONT. W/ 3" MIN. CLEAR PARTY WALL FOOT INI� i V i I I INTERIOR I I - I I Lu m 9` ° ff =111 I1 -I I I I I I=1 i t III= =1 11 7111-11 I-1 (1) 05 CONT. W/ 3" MIN. CLEAR 2 SNUJR FTG NTS DETAIL Y T_�_T I I NON -LOAD BRG. WALL I I I I I I I I I °• a ---------- Y� u (2) "5'8 CONT. W/ 3" MIN. CLEAR 8" g', NTs OOFFSET FOOTING NON5EARING 8" CMU BLOCK (1) 05 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL 50LID 3/4" =11-011 1/2" GWB OVER VAPOR BARRIER w/ R-3 IN5UL. BETWEEN 3/4" P.T. VERTICAL II FURRING -s 24" O.C. 3 1/2" CONC. SLAB II Lu/ FIBERMESH REINF. OVER 6 MIL Orr VAPOR BARRIER i .i A. i° A/C CHASE —III—III . PVC SLEEVE TO BE TWICE THE DIAMETER OF PROTECTED PIPE —III 111=I I I --II I= II 11-1 II=I I 1'-4" 1/2' 8" CMU BLOCK 1 OF NTS I O CHASE DETAIL 1/2' AN (1) 05 FROM FTG. TO EA TIE BEAM SPLICE TO AN BE MIN. 30" GROUT CELL SOLID GRADE NTS 1/2" GYP. BD. EA. SIDE OF 2x'S 6 16" O.G. 1/2" J -BOLTS 6" FROM EA, END OF WALL AND SPACE 632" O.G. (b" MIN. EMBED) NO 2 1/4 WEDGE ANCHORS 5F-4 (2x4) / 5P-6 (2x(o) _w ALLOWED /5P-8 (2x8) (Y EACH STUD . PT BOT. PLT. TOP E BOTTOM •- a • ° ° C3) 05'5 CONT. W/ 3" MIN. CLEAR 10" 10" UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT EXPOSED t0 UPLIFT FORGES. SHEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. IOOFFSET FOOTING NTS 8 BEARING 1/2" G.W.B. OVER VAPOR 8" CMU BLOCK BARRIER W/ R-3 IN5UL. BEYOND BETWEEN 3/4" P.T. VERTICAL FURRING 6 24" O.G. —� EXTERIOR DOOR 3-1/2" GONG. SLAB Lu/ FIBERMESH REINF. MTL. THRESHOLD SET OVER �o MIL. IN SEALENT VAPOR BARRIER—,, III— 4 <° GRADE —I I I III—III— COMPACTED FILL _<_ I=I I I I I DENSITY g 95ia STANDARD —II III—III—III II MONOLITHIC FOUNDATION I _III=III—III—I 1 W/ (2) S DIA. RODS CONT. —I I 1=1 1I— ON CHAIRS WHERE 2ND STORY OCCUR FTG SHALL BE 1'-8" WIDE W/(3)05 BARS ,2 ENTR*r DOOR DETAIL NTS 1/2" G.W.B. OVER 1 1/2" P.T. VERTICAL II 8" CMU BLOCK FURRING 10 24" O.G. II (1) *5 FROM FTG. TO (3) *5'S CONT. it TIE BEAM SPLICE TO W/ 3 MIN. CLEAR BE MIN. 30" GROUT II CELL SOLID w I 4 10 1/2" ,al — . ° . . • _. d• .. -ter--- ----------J--'--F--r.`----t--�- ° � 1 • ° A • - 9 � I I _ _II I II I II I Ii I II I I•i • .. - ° ° —1—Ii- 11-1 I=1 I I-1 I I III-III=1 J-11 8" 2'-0" 8" 13 GARAGE CURB AT PART1'IUALL a UPL IF REQU REQU 3/4" RECESS Ld a a PER MFG, SLIDING GYP. BD. EA. SIDE SPECS GLASS DR.� 2x 'S 6 16" O.G. SP -4 (2x4) / 5P-6 (2x(o) ° LOPE x 7 WEDGE /SP -8 (2x8) °ra ° HORS 6" FROM EACH STUD 4 TOP BOTTOM ° END OF WALL 0 ° ° SILL F MED ON SITE D m 32" O.G. PT. BOT. PLT. 4 ° XP JOINT °d Z A •°• •4 i , • I °' • O ° I r 41/2" CASING I -- .=I 7111 ti I I=1 I I=1 1=1I—_III — — I—I I III—III—III—III ALUMINUM THRESHOLD =_ III -1 I I-1 I I I I I=1 I I" 3-I/2" CONC. SLaB SLOPE v (2) 05'S CONT. I I—i I I 1 I I=III III— (25,x0 P.S.IJ W/ SILL FORMED ON SITE "'— W W/ 3" MIN. CLEAR (ox(o 10/10 W.W.M. � 8" 8"41 AND (o MIL. VAPOR 3/4" RECESS WHERE 2ND STORY OCCURS BARRIER a — FTG SHALL BE 1'-8" WIDE W/ (3)05 BARS 00w" 0 r CONNECTORS SUCH A5 SP's, H's, AND ANCHOR BOLTS ARE NOT PER FG4 °° ° 4` RED ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS 5P ° RE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. EXP JOINT EXTERIOR DOOR ti OINT. BRCS WALL FTG. GARAGE TOP VIEW 's CORNER GARAGE WALL 3 1/2" CONC. SLAB 411 111= "Ts IU POURED SILLS FILLED CELL I' 8" x 8" THICKENED EDGE W/ (1) 05 CONT. g TH I C ENE D EDGE eGARAGE DOOR 14 NOT USED 3 1/2" CONC. 5L A5 w/ FIBERMESH REINF OVER 6 MIL. VAPOR BARRIER — NTS 8" GMU BLOCK (1) "5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL 50LID MONOLITHIC FOUNDATIO —�!— W/ (2) "5 DIA. RODS - �! - CLEAN CONT. ON CHAIRS 1'-4"COMPACTED FILL 95% STANDARD DENSITY WHERE 2ND STORY OCCURS FTG SHALL BE 1'-8" WIDE W/ (3) S BARS NTS I �m GARAGE cine DETAIL NTS 15 NOT USED LO co w I �O o �Z~O �o w�—j O d' Li Y e —J 2: LLJ ._ 0 QO�m DESIGN DRAWN WMR LA o CHECKED DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 SD1 SHT 1/2" GYP BOARD 1/2" GYP. BOARD x/16" 0.5.5. SHEATHING W 1/16" O.S.B. SHEATHING 2x4 STUDS 6 16" O.G. \ Q DECKING PER 2x4 STUDS m 16" O.C. DECKING PER Q FLOOR NAILING 2x4 BOTTOM PLATE FLOOR NAILING 2x4 BOTTOM PLATE SCHEDULE SCHEDULE "- ,{ ATTACH RIBBON TRU55 (BY TRUSS (BY BOARD TO TRUSS OTHERS) OTHERS) TRUSS PER PLAN w/ (3) 10d NAILS i 1/2" ANCHOR BOLT w/ ATTACH SHEATHING TO RIBBON BOARD WITH WASHER 9 32" O.C., '31/411 Sd NAILS 3 O.G. DRILLED AND EPDXY w/ OL SIMPSON SET EPDXY, OR . EQUIV., MIN. 4" EMBED ATTACH SHEATHING t0 FLOOR TRUSSES WITH (2) 86 NAILS EVERY 3" Z a Sd NAILS a 3" O.C. WALLei OC C) ° SHEATHING TO BOTTOM PLATE ° O.S.B. TO OVERLAPa ° BOT. PLATE 1 1/4" 1/2" GYP. BOARD ° META1(o PER PLAN HGAIOKT 48" O.G., HGAIOKT 6 48" O.C., (MIN.) a : TRUSS TO TOP TRUSS TO TOP U 8" CMU WALL PLATE PLATE V) W PT Ix NAILER AS REQ'D. 8" CMU WALL NOTE: REFER TO TRU55 MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 5TORY CONNECTION 2 2 5TORY CONNECTION DOUBLE TOP PLATE, U.N.O. DOUBLE TOP PLATE, U.N.O. PARALLEL WALL > i/2�=1 � �'�i��. U�,4LL. 11/2 21 SP4 G EACH STUD SP4 EACH STUD OSB, NAIL TO BERG WALL PER PLAN, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE, c W 11-111(o v � 2 X4's -a 16" O.C. DOUBLE BOTTOM PLATE — FIRE RATED WALL SYSTEM, SEE FIRE RATED WALL SYSTEM, SEE `� � � Li .a �� /6 O �, / a ARCHITECTURAL ARCHITECTURAL g� ��.T N UPSIDE DOWN H10 COR H10-2 FOR 2-PL`r'), BOTTOM PLATE TO EACH PAGES FOR PAGES FOR r��``` •����'�i�e '* �� �1��; •• ••••'•f•/tl� ; MID -POINT DESCRIPTION MID -POINT DESCRIPTION a* V–W �: w �z ° TRUSS. SL f t FLOOR DECKING TO BLOCKING BLOCKING .-� �� N P ,�. '- Na Z ACCOMODATE STRAP BETWEEN STUDS BETWEEN SCUDS o - ter- W �Y S U CU 4"r, • V: J •'••......••'_o Ri J QDJ O CIOC 2x STUDS 6 16" O.G. PER PLAN p, 9'-4" A.F.F.2x STUDS a 16" O.G. PER PLAN BRG. HGT� SP4 EACH V)z SCUD � � TRU55 PER PLAN p" o IIII /t WL TO FLOOR TRUvC� s WALL ll OR 2 PLIES) FLooR PER Q W z o 3 DETAIL 1-011 DECKING PLAN �~A- W;drSD MZCCONNEGTIOV W S 4 EACH FLOOR SYSTEM a w 1/2" GYP. BOARD -I/16" 0.5.5. SHEATHING 2X NAILER W/ (2) 10d NAILS �+ l6 O.C. PER PLAN V F A co Z 0 r m 2x4 STUDS s+ 16" O.C. 2X4's 16" O.C. ROOF SHEATHING FASTEN PER PLAN 16" HIGH KNEE D Q H m a DECKING PER FLOOR NAILING--\ 2x4 BOTTOM PLATE (TYP) SPACING 16" O o O pa., SCHEDULEL-77 '�2" GYP. BOARD O.G. a.. Q UZ zAz= Z d� W W " p oa.4LAz z (2) 10d NAILS g IST FLOOR 13R3HGT REFER TO ANS ER PL LLJ Z U w O O O v� p. I 6" O.G. TRUSS & J II-- Q C', H E -- TOP CHORD TO 2X4 EXT. SHEATHING CONT. C a Cq z W 2x4, CONTINUOUS FLOOR DECK FROM COP PLC. t0 BOT. OF GIRDER, FASTEN PER PLAN x 1/2" DIA ALL THREAD I ROD 6 48" O.G., 5" I I/2" DIA ALL THREAD ROD 'm 48" O.C., 5" EMBED, P � C V� �r I EMBED, DRILL 4 EPDXY DRILL 4 EPDXY w/ I LW META16 's EACH Sd NAILS 6 3" O.C. w/ SIMPSON SET EPDXY I SIMPSON SET EPDXY OR I pA = TRU55 VERTICAL WALL SHEATHING TO GIRDER PER PLAN OR EQUIVALENT I EQUIVALENT-Pr y N TRU55 BOTTOM ° CHORD 2x4 PT FURRING 2x4 PT FURRING x ° ° 2X NAILER W/ (2) I IV24" O.G. 124" O.G. — 1/2" GYP. BOARD 106 NAILS 16" O.G. a� PT Ix NAILER TRUSS AS REQ'D.(0 1 I 2 5TORY CONNECTION WALL TO GIRDER 4- � W :2� o PARALLEL WALL > in 21�-��� CONNECTION DETAIL > 1�21�=1�-,a�� I 8' CMU WALL 8 CMU WALL = V) �— o Z 1 I w?>DO W O (1) 05 FROM FTG. TO I (1) *5 FROM FTG. TO SD TIE BEAM SPLICE TIE BEAM SPLICE = W e - II TO BE MIN. 30" II TO BE MIN. 30" Y GROUT CELL SOLID II GROUT CELL SOLID o 1/2" GYP. BOARD J Z II I DECKING PER I I U Q Q 7/16" OSB OR FLOOR NAILING SCHEDULE LLJ 1/2" PLYWOOD II II � a Q : d - - - o 4 � HU2(o TRUSS TO LEDGER �• — — ° ° a — — I I=1 I=� -- — — I I I=1 I I=� c °° DESIGN DRAWN a 4 =1 — a°. a— �a a ,aI—; WMR L�, CHECKED LVL OR GIRDER —III—III—I I _—III ° i 1=1 —III—I I—I q PER PLAN DOUBLE 2X8 LEDGER. ATTACH �— ° _ a -1=1—� — _ ° _ -- ------. DwG.No. 2113496 let PLY TO FLOOR TRUSS w/ (4) CMU WALL _ _ i--III—III=1=1 I I=1 I I=1 I=1 I=1 I=1 11= 1; 1 1 1=1 1-1 1=1 1-1 11-1 11=1 1=1 1=11 I 106 NAILS IN EACH VERTICAL. PER PLAN I—III—III—III—III—III—III—i I I— ' 1 JOB No. Sd NAILS 6 3„ O.G. ATTACH 2nd PLY TO let PLY WITH I— — 1-1 � �— � 2) ROWS OF 10d NAILS -0 6” O.G. _—_FEW —I - I I III III , . - -1 -I SCALE AS NOTED 11 PER ROW STAGGERED 3 DATE 06/30/12 NOTE: REFER TO J015T MAN. SPECS FOR BLOCKING REQ. 6 ONNECTIOM 0 2 STORY CONNECTION TRUSS TO LEDGE R 2 STORY FARTWALL SECTION a STAIRS 2 STORY 10ARTY ALL SECTION AT PARALLELW�� NTs CONNECTION SHTSD2 1 > FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCON5 6" FROM ENDS AND 16" O.G. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL PROVIDE 1/4" PLY ON BOT. OF BLOCKS- 1 ALL LAPS IN MASONRY 25" I RUNNING BAR �1t_-711r= "5 CORNER BAR GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ARCH WINDOW NTS 2 TYP', CORNER VERT. FRAMING DETAIL WALL REINFORCING BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ODOOR BUCK DTL. NTS (1)05 IN TIE BEAM '7(1)S BAR IN PRECAST LINTEL C21"5's VERTICAL IN GROUT FILLED CELL I C1>*5 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED FIN. FL. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES VERT. RE INFORC INCA 1/2 =1 -011 NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBG -RESIDENTIAL 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16 "X4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/GUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROWS OF 10dX3" NAILS STAGGEREDw1211 O.C. 6EA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS ,s16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. OF OPENING ='ISI -1 CENTER BUCK 1'x-1 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK GROUT TIE BEAM COARSE SOLID - NOM. 8" CMU -(1)05 CONT. IN TIE BEAM COARSE PROVIDE HANGERS TO HOLD BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR SPACING REQUIREMENTS IF REQUIRED *HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2" HOLD IS MET PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED NTS I O TIE BEAM DtL. 2 X 6 P.T. BUCK EACH SIDE 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 311611 THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 811 MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) GARAGE CURB (8" MAX.) S 5UC< DETAIL - TIE -BEAM �m SIMPSON H-10 DIAGONALTO BEAM "• — -, ---NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING--- '. • _ -- (2) PT 2X6 "2 COR BETTER) SYP PRECAST SILL CONNECTION MIME z = SEA. BRACE HOLD Mimi PT 2X8 PLT., ��� CANT. FOR M I M1■ MI Q WASHERS (MIN. 6" SURFACE 1-E m EMBED) MIN. 6" -_ p FROM EA. END AND ■1-I PROVIDE 16d NAILS 32" O.G. MAX. IME GABLE END TRUSS MIN TO PLT. 6 12" O.C. mm MAX. HGAIOKT a 32" O.G. �� LINTEL BELOW �-_ 1 ALL LAPS IN MASONRY 25" I RUNNING BAR �1t_-711r= "5 CORNER BAR GROUTED CELL BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ARCH WINDOW NTS 2 TYP', CORNER VERT. FRAMING DETAIL WALL REINFORCING BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ODOOR BUCK DTL. NTS (1)05 IN TIE BEAM '7(1)S BAR IN PRECAST LINTEL C21"5's VERTICAL IN GROUT FILLED CELL I C1>*5 VERTICAL IN GROUT FILLED CELL (AS REQ'D PER PLAN) I ENTIRE COLUMN TO BE GROUT FILLED FIN. FL. NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES VERT. RE INFORC INCA 1/2 =1 -011 NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBG -RESIDENTIAL 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16 "X4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/GUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROWS OF 10dX3" NAILS STAGGEREDw1211 O.C. 6EA. SUCCESSIVE BUCK 5. MIXING OF 1X AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS ,s16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 2 X 6 X 12 P.T. OF OPENING ='ISI -1 CENTER BUCK 1'x-1 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK GROUT TIE BEAM COARSE SOLID - NOM. 8" CMU -(1)05 CONT. IN TIE BEAM COARSE PROVIDE HANGERS TO HOLD BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR SPACING REQUIREMENTS IF REQUIRED *HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2" HOLD IS MET PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED NTS I O TIE BEAM DtL. 2 X 6 P.T. BUCK EACH SIDE 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 311611 THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 811 MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) GARAGE CURB (8" MAX.) S 5UC< DETAIL - TIE -BEAM �m SIMPSON H-10 DIAGONALTO BEAM PRECAST ---NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING--- (1) A33 EA. SIDE OD 2X w/ 3/1611x3-1/411 TAPCONS TO CMU AND (4) 106x1V NAILS PER CONNECTOR (1) SIMPSON A33 EA. SIDE OF 2X w/ 3/1611x2-1/4" TAPCONS TO CMU AND (4) 10dAV NAILS PER CONNECTOR. NOTCH 2X6 AS NEEDED TO ACCOMADATE PRECAST SILL (2) PT 2X6 "2 COR BETTER) SYP PRECAST SILL CONNECTION 51MP50N A23 z = SEA. BRACE HOLD DTO PLT. PT 2X8 PLT., d i CANT. FOR _ r CLCx. NAILINCs Q WASHERS (MIN. 6" SURFACE m EMBED) MIN. 6" p FROM EA. END AND Z PROVIDE 16d NAILS 32" O.G. MAX. GABLE END TRUSS TO PLT. 6 12" O.C. MAX. HGAIOKT a 32" O.G. CMU WALL OR LINTEL BELOW WINDOW CONNECTION DETAIL NTS CONI. FROM BEAM TO FOOTING. O SCEP DOWN TIE BEAM 2x4 BLOCKS, (2) 16d NAILS ,6 EA. END. BLOCK ADJACENT BAYS 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/Sd NAILS m 6 I O.C. (5) 16d NAILS J BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d I i NAILS. r GABLE BRACING 48" O.C. MAX. 45" FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. �'+ 'r=1rj rT�T��� 1/2" DRYWALL 1x2 PT NAILER PRECAST CMU LINTEL im OPENING MARBLE MARBLE SILL — 1X2 P.T. FURRING m 2'-0" O.G. PRECAST CONC. SILL TYP. a ALL WINDOWS R3 INSUL. BETWEEN 3/4" FURR STRIPS IX4 P.T. NAILER — WOOD BASE 3-1/2" CONC. SLAB. PER PLAN NTS I O TYPICAL BLOCK WALL SECTION REFER TO �— PLANS FOR 1'-411 MAX. EXACT SIZE OF O.N. CONT. 2X4 2X4'5 a 24" O.G. — GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. — SIMP50N HGA-10 w 48" O.C. OSB NOT REQUIRED TO BE CONT. m THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN NTS SIMPSON H-10 DIAGONALTO BEAM EXTEND SHEATHING TO BOTTOM OF BEAM NAIL w/ 8d NAILS m 3" O.G. ---NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING--- SE�41„I CONNECTION 51MP50N A23 z = SEA. BRACE HOLD DTO PLT. PT 2X8 PLT., d i CANT. FOR = Y 1/2" J -BOLTS w/ CLCx. NAILINCs Q WASHERS (MIN. 6" SURFACE m EMBED) MIN. 6" p FROM EA. END AND PROVIDE 16d NAILS 32" O.G. MAX. GABLE END TRUSS TO PLT. 6 12" O.C. MAX. HGAIOKT a 32" O.G. CMU WALL OR LINTEL BELOW TIE BEAM COURSE W/0 )#E� CONT. ---NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING— CMU WALL CONNECTION 9 GA5LE END DETAILS N.T.S. PRE-ENGINEERED WD TRUSS, 24" O.G. -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. ELEVATION VARIES I1 TOP OF MASONRY Y ALUM. DRIP EDGE 2x4 CONT. SUBFASCIA VENTED ALUM. SOFFIT (APPLIED ACCORDING TO MA UF. SPEC.) TYP. SINGLE TIE -BEAM W/ (1) "S CONT. GROUT SOLID REFER TO ELEV. FOR OVERHANG _W WINDOW Q PER FLOOR PLAN > EXTERIOR FINISH (SEE ELEVATIONS) VERT REINF. BEYOND 5x8xl6 CONC BLOCK MAIN FLOOR ELEV 0'-0" GIMCC/V.I I Ir A IT c� REFER FOUNDATION PLAN FOR FTG. INFORMATION NTS OSB NOT REQUIRED TO BE CONT. m THE TRANSITION FROM TOP PLT. TO GABLE TRUSS DBL. 2x4 TOP PLT. FASTEN SIDE WALL SHEATHING PER PLAN. SIMPSON H-10 DIAGONAL TO TOP PL T. ***NOTE: GABLES SMALLER THAN S' DO NOT REQUIRE BRACING— FRAME WALL CONNECTION A35 DIAGONAL TO TRUSS BOT. CHORD *-*NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING- CLEAR RACING*-- CLEAR 6PAN CONNECTION LLJ I— _ 2x6 STUDS o 16" O.C. Q 5/8" TYPE x GYP. BD. W/ 51`16's TOP 4 BOTT. p ON EVERY OTHER STUD DECKING PER 2x6 DBL. BOTTOM PLATE FLOOR NAILINCs� SCHEDULE 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) 8d NAILS EVERY 3" O.G. 1/2" GYP. BOARD META16 PER PLAN 4' • V) PT Ix NAILER Ld AS REQ'D. 8" crlu WALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2 STORY CONNECTION al ALT. ALT. W1 FIRE RATED FANEL 1/2" GYP. BOARD x HO.S.B. SHEE ATHING - - 2x4 STUDS m DECKING PER 16" O.G. FLOOR NAILING Ld SCHEDULE 2x4 BOTTOM PLATE ATTACHr���l►1111 41 't �. SHEATHING `� ��� ;;•�J�j�� �,�, a o TO RIBBON .' ��•.•• •••••z cV BOARD WITH, QQ'!W D 106. Sd NAILS cn O • - z 3 O G _ m: U L[�Q �• ie ATTACH e •�� n J SHEATHING :' ••••• •'G ~� ,. a ., t0 FLOOR T IRtUH S2 S x l,��0,1111111`1114���� J O 0 • Sd NAILS 3 q EVERY 311 1/2" GYP. META16 PER PLAN O.C. BOARD q ° PT lx NAILER AS N REQ'D. _j 8 CMU WALL 2 STORY CONNECTION Q w z °'. ~ r- 12 AT CANTILEVER ���.��-m" a ~ A anz � �' "4 13 NOT USED 14 N07 USED O ZO�A� m En LS a o 19 96.0 Q zzto o L) pw 00 ZMa o a cit E-1 0 CQ �. c Ld0 W 0 0 (0 N I Q D77 V -7 cn�o w0 0 Y Z Lu 1 H2� C O m DESIGN DRAWN WMR LA p CHECKED DWG.No. 2113496 JOB No. SCALE AS NOTED DATE 06/30/12 SD3 SHT TOLERANCES: ALL DIMEN81ON TO BE HELD WITHIN +- 11411 1" EDGE 1>%" EDGE-) 2y" EDGE IodX3" p COMMON p p Z z Z W �/2 W W 12YA "I 10dX3" U COMMON Z (2)2 X4's IodX3" �7 Z U IL 10dX3" Q COMMON OPP. SIDE (2)2X&'S (2) 2x COLUMN 2X BUILT-UP STUD U COLUMN DETAILS (2)2X&'s DBL. TOP PLT. BEYOND[–NAILING PATTERN WALL SHEATHING SPLICE—, I PER NAILING SCHEDULE PER DETAIL IQ I I OFF'. SIDE U CID _— _--1.1- - 1T - I T I' II ,a 5 -1/8" STUCCO THICKNESS O N 8" CMU Z `� OI � (2)2 X4's IodX3" �7 Z U IL 10dX3" Q COMMON OPP. SIDE (2)2X&'S (2) 2x COLUMN 2X BUILT-UP STUD U COLUMN DETAILS (2)2X&'s DBL. TOP PLT. BEYOND[–NAILING PATTERN WALL SHEATHING SPLICE—, I PER NAILING SCHEDULE GMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d m EACH TRUSS (U.N.O.) SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FA5TENER5 NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS m EA. END. BLOCK ADJACENT BAYS m EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS m 61, O.G. (5) Trod NAILS BRACE TO BLOCKING nl ITr In= /0) 7vd'a Iri _Z U EDGE DISTANCE PER DETAIL IQ 15" FELT DRAINAGE PLANE CID _— _--1.1- - 1T - I T I' � T I l't - -1:1- -T.1- 7.LE. ,a 5 GMU WALL BELOW PRE-ENGINEERED FLOOR TRUSS BEYOND 2x RIBBON w/ (4) 16d m EACH TRUSS (U.N.O.) SHEATHING ELEV. NTS NOTE: ACTUAL NUMBER OF FA5TENER5 NOT SHOWN 2x4 BLOCKS, (2) 16d NAILS m EA. END. BLOCK ADJACENT BAYS m EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS m 61, O.G. (5) Trod NAILS BRACE TO BLOCKING nl ITr In= /0) 7vd'a Iri _Z U EDGE DISTANCE PER DETAIL O 15" FELT DRAINAGE PLANE SILL 1x2 P.T. FURRING m 10dX3" ,a 5 -1/8" STUCCO THICKNESS O PAPERBACK LATH 8" CMU Z `� OI MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTESECTION UNDER (1) "5 VERT. IN EXPANSION JOINT TO EXTEND 2" Q i:. FULL HEIGHT. SEE � FLOOR PLAN FOR WOOD BASE II LOCATIONS I � T FINISH 10dX3" <� FIN. FL. -----=-'--�--w�-r-�---= e v I a n e OPP. SIDE INSIDE FLY NAILS NAILED AT 8" O/C 5TAGGERED. OUT5IDE NAILS NAILED AT S" O/C. (3) or (4) 2x COLUMN -1/16" 05'. JOINT NAILING PEf SCHEDULE TUD YPSUM WALLBOARD K4 BLOCKING PLACED -ATWISE (2) 16d NAILS AGN END NOTE: 1/2" PLYWOOD OR 7/16" 0.5.8. TO BE USED AS UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS, SHEATHING SHALL EXTEND MIN. 1'-0" W/O BREAK ABV. SECOND FLOOR BOTTOM PLT. TO 1'-0" BELOW FIRST FLOOR TOP PLT. 4 SIMPSON H10A DIAGONAL TO BLOCKINEs-\ PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. GABLE BRACING m 48" O.C. MAX. 45" FROM HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAVES. 2X4 LEDGER W/ (2) 16d NAILS m 12" — ( U.N.O.) I I 1-411 PROVIDE BLOCKING BETWEEN TRUSS BAYS m 48" O.G. FOR FIRST 3 BAYS H2.5 m EACH TRUSS TO LEDGER l U.N.OJ —, SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ...NOTE: GABLES SMALLER THAN 8' DO NOT REQUIRE BRACING•• GA5LE END 'm FLAT 3/4"=1'-0" CEILING WITH 505TON H I P REFER TO PLANS FOR EXACT SIZE OF O.H. CONT. 2X4 2X4'5 m 24" O.C. GABLE END SHEATHING FASTEN PER PLAN. SPLICE AS REQ'D. PROVIDE 2X BLOCKING FOR NAILING 2X4 FRAMING OR PRE -ENG. TRUSSES m 24" O.C. MAX. W/ SIMPSON H4 TO LEDGER ROOF SHEATHING FASTEN PER PLAN USE (4)104 NAILS FOR CONV. FRAMED MEM. ONLY CE DISTANCE PER DETAIL OUTSIDE 2X's 3/4" PLYWD. DECKING FLOOR SYSTEM PER PLAN FLOOR TRUSS PER PLAN OSB DRAFT STOP NAIL m 16" O.C. TOP 4 BOTTOM 2 DRAFT STOP DETAIL 2X LEDGER TO RIM50ARD W/ -(4) EQUALLY SPACED 1/2" x 4" BOL75 P.T. 2x4 LC I - IIV �H.7G yr STRINGERS. FASTEN TO FLOOR w/(4) 1/411x3" TAPCONS EVENLY SPACED O STAIR CONNECTION DETAIL Y: -4 SHEATHING PER PLAN O 15" FELT DRAINAGE PLANE SILL 1x2 P.T. FURRING m ,a 5 -1/8" STUCCO THICKNESS O PAPERBACK LATH 8" CMU 3/4" FURR STRIPS `� OI MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTESECTION UNDER (1) "5 VERT. IN EXPANSION JOINT TO EXTEND 2" BELOW CMU i:. O METAL OR PLASTIC EXPANSION JOINT I" FROM TOP OF CMU '♦ i O 5/8" STUCCO OR GEMENT IOUS COATING OVER CMU «j CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL 1/2" BOTT. 2X OF TOP PLATE TO BE SPLICED OVER A STUD. PROVIDE 48" LAP SPLICE W/ 3-10d COMMON NAILS m ENDS. NAIL PLATES CONT. W/7 loci COMMONS 16" O.C. NAIL JACK STUDS AND FULL LENGTH STUDS TOGETHER W/ 106's STAGGERED m 12" O.G. (EACH PLY) REFER TO HEADER SCHEDULE FOR HEADER SIZE, OFJACK STUDS 4 CONNECTOR REQUIREMENTS. SP2 OR 5P4 EA. STUD OR AS SPECIFIED ON THE PLAN EXTERIOR WALLS: SHEATHING MUST BE NAILED TO GMU WALL AS EXTERIOR WALLS, SEE NAILING REQ'D PER PLAN SCHEDULE FOR NAILING PATTERN. MIDSPAN BLOCKING INTERIOR WALLS: BETWEEN EA. STUD APPLY 1/2" GYP BOARD AS SP2 OR 5P4 EA. STUD OR A5 (4) EQ. SPACED NEEDED SPECIFIED ON THE PLAN 3/16"x4" SIMPSON NOTE: NO HEADER OR STUD TITEN5 (w/ STRAPS REQ'D FOR WALLS WASHERS) 6" MAX WITHOUT UPLIFT (I.E. WALLS FROM TOP AND SUPPORTING FLOOR TRUSSES II II BOTTOM ONLY). (SEE CONNECTOR CHART) 1/2" x i" J -BOLTS 6" FROM EA. END OF WALL AND 632" O.G. NOTE: 2-1/2" MASONRY NAILS (HAND 2X STUDS 16O.G. " OR POWER DRIVEN) m 16" O.C. MAY PT 2X4 BOTTOM BE USED I.L.O. J -BOLTS FOR WALL PLATE THAT DO NOT CARRY UPLIFT 3 EXTERIOR/INTERIOR FRAME WALL CONN. 1M„=1,-0„ DETAIL OSIDING t0 STUCCO FLASHING DETAIL LAP 51DING SHEATHING w/ WRAP DRAINAGE PLANE (WRB). OVERLAP Z -FLASH METAL Z -FLASH 5/8" STUCCO OVER MASONRY/BLOCK TILE ON 015 FELT OVER 5/8" PLYWOOD OR 5/8" O.S.B. ON PRE -ENG. TRUSSES 6 24" O.G. REFER TO ROOF PLAN FOR CONNECTIONS 2x DBL TOP PLATE REFER TO PLANS R-30 INSULATIONALUM. DRIP EDGE 1/2" GYP. BD. CLG. '"` 2x4 CONT. \LSU15FASCIA HDR. A5 PER PLAN VENTED m ALL FRAMED SOFFIT OPENINGS INSULATION DECKING PER FLOOR NAILING SCHEDULE PRECAST CMU — LINTEL m OPENING 1/2" CDX PLYWOOD OR '1/16" 058, ATTACH PER PLAN 2X4 STUDS m 1(0 " O.G. META16 PER PLAN TIE BEAM REFER TO DETAIL 3 SHT. SD3 WINDOW PER FLR. PLAN MARBLE SILL PRECAST CONC SILL 1x2 P.T. FURRING m 2'-0" O.C. R3 INSUL. BETWEEN 8" CMU 3/4" FURR STRIPS (1) "5 VERT. IN GROUTED CELL Ix4 P.T. NAILER FULL HEIGHT. SEE FLOOR PLAN FOR WOOD BASE II LOCATIONS 3-1/2" CONC SLAB CEMENTITIOUS FINISH <� FIN. FL. -----=-'--�--w�-r-�---= e v I a n e GRADE _4 <. 4. .. p ' .I—I -I I-�-� iJ ` I-III—III—III _ I- I I -I I I -I I I -I I I -I I I -III a a 4 < I -I I I -I -I Q -III -I I -I 1=III=III. REFER FOUNDATION PLAN FOR FTG. INFORMATION 2 STORE' WALL SECTION 3/4"=1'-(d" Ld Q D II--- 1121- Of —Of U N Li M A > O LTJ CCJ� X111111Lfrrr, W C r� AFI a N �JJJ/_LJ y♦ L* lot 4e :w p o ' z J '� N Q Z w a. w .4 =Z . U • • O 00 p 3 LZ OG a 0r, '-' 0.4 ...40'0 Q wz0'� F-- A O pq m L- V � nz ro 0 �z w i 0 o� M ZE''CO p" rn C7 E--4dcz14, o c � �AxHv�v Lu O Z 9 .�I w Q E"caCqEr" F zo �w� V Lda W N O 0 LJ I O :2 r-.., o O( Z O w�� D Q 1.– W Y o W = 0 OAU - Q �cr-�-im DESIGN DRAWN LDWMR LA -- p CHECKED DWG.No. 2113496 _. _.._ ......_..._ JOB No. SCALE AS NOTED -------_-__---_---- DATE 06/30/12 SD4 SHT