Loading...
HomeMy WebLinkAbout1118-1113 Victoria Glen Dr (a)6:12 6:12 l 6:12 ! 6:12 \ / 0:12 6:12 --- r �❑■ ■❑❑■ ❑■ ■❑ ■❑❑■ ��� ❑■ ■� ❑■ E■❑■ ■❑■ ❑■ ■❑■ ❑■ ❑■ 11111�L ❑❑ ❑❑ ❑❑ ullluul IIIIIIIIII IIIIIIIIII IIII lou —� ��• IIIIIIIIII Ilullllu IIIIIIIIII I■Ilio IIIIIIIIII IIIIIIIIII I – ■ ■ ■ ■ ■ ■ _—• � IIIIIIIII IIIIIIIIII Illllulu Ilu Illu lull VIII luulllll I ---.--_ Illi lllu VIII (IIII ullllllll ulll IIW_ 11— VIII (IIII VIII (IIII ullllllll VIII Illu Illu lull ullllllll lull (IIII lull VIII_ - !-- VIII Illu lull VIII ■lull ulll ul ..= VIII II II VIII VIII Hill (IIII VIII (IIII® r�- VIII VIII uul (IIII VIII VIII (IIII IIWI =� 111111 VIII (IIII VIII VIII IIIIIIIII Illlllllrllll•' ■�� �i1011111111111 i� 1111111 �•.,. ORTH22E �3 ELEV. 'B' DRAWNG NDEX SHEET NO. DESRIPTION DATE C-1 COVER, INDEX, REVISIONS, 06/17/13 BC1 NOT USED BC2 BUILDING COMPOSITE FIRST FLOOR PLAN BC3 BUILDING COMPOSITE SECOND FLOOR PLAN BC4 BUILDING COMPOSITE FRONT AND REAR ELEVATIONS BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BC6 BUILDING COMPOSITE ROOF PLAN 1.1B UNIT ORTH22E FLOOR PLANS AND DETAILS 1.213 UNIT ORTH22E ELEVATIONS AND DETAILS 1.3B UNIT ORTH22E BUILDING SECTION AND STAIR DETAILS, SEWER RISER 1.48 UNIT ORTH22E ELECTRICAL PLANS 2.1 B UNIT ORTH21 FLOOR PLANS AND DETAILS 2.2B UNIT ORTH21 ELEVATIONS AND DETAILS 2.3B UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER 2.4B UNIT ORTH21 ELECTRICAL PLANS 3.1 B UNIT ORTH21 FLOOR PLANS AND DETAILS 3.2B UNIT ORTH21 ELEVATIONS AND DETAILS 3.38 UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER 3.4B UNIT ORTH21 ELECTRICAL PLANS 4.1 B UNIT ORTH22E FLOOR PLANS AND DETAILS 4.2B UNIT ORTH22E ELEVATIONS AND DETAILS 4.3B UNIT ORTH22E BUILDING SECTION AND STAIR DETAILS, SEWER RISER 4.413 UNIT ORTH22E ELECTRICAL PLANS D1 PARTY WALL SECTIONS AND FIRE SEPARATION DETAILS D2 RATED ASSEMBLY INFORMATION D3 GENERAL WALL SECTIONS AND DETAILS D4 WALL SECTIONS AND FIRE SEPARATION DETAILS ST -1 STRUCTURAL SPECIFICATIONS ST -2 BUILDING FOUNDATION PLAN ST -2A DOWEL PLACEMENT PLAN ST -3 FIRST LEVEL STRUCTURAL PLAN ST -3A FIRST LEVEL ROOF FRAMING PLAN ST -4 SECOND LEVEL STRUCTURAL PLAN ST -4A SECOND LEVEL ROOF FRAMING PLAN ST -5 TYPICAL WALL SECTIONS ST -6 STRUCTURAL DETAILS ST -7 STRUCTURAL DETAILS E1 E2 �2 ORTH21 ELEV. 'B' Construction Documents & Project Coordination TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: info@t-f-design.com E4 ORTH21 ELEV, 'B' (REV.) �ELEV.1' E X5(REV,) Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com �\EV�S�ONS REV # DATE DESCRIPTION 00 06/17/13 ISSUED FOR PERMIT Structural Engineer of Record APEX Technology Structural Engineering 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 TEL: (904) 821-5200 GENERAL DESIGN CRITERIA, OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 5B 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) SEE STRUCTURAL ENGINEERING SHEETS THIS SET APPLICABLE CODES: FLORIDA BUILDING CODE, 2010 AND FBCR 2010 FLORIDA PLUMBING CODE, 2010 FLORIDA MECHANICAL CODE, 2010 FLORIDA FIRE PREVENTION CODE, 2010 LIFE SAFETY CODE NFPA 101, 2009 NEC 2008 FLORIDA ENERGY CODE 2010 FBC 9 K P F RITC 1 No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 IT11 D E S I G N TEL: (321) 288-6274 building deign servic6s EMAIL: info0at-f-deSign.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UAD DESIGN STUDWS INC. -M.' 2171 Avenue Road, Suite 302, Toronto, Ont. MSM 4B4 tel: (416) 322-6334 fax: (416) 322-7294 ernail: info (-gquadradesignstudios.corrt Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client - Project LOCH LAKE PH 3 Name SANFORD, FL 28' TOWNS Copyright & Copy; 02009 QLIaclra Desijn Studios Inc. Sheet title COVER SHEET AND INDEXES " By CHRIS BERGERON I BC�ecked TF Scale 1/4"=1 1-011 Sheet No. Date MAY 2013 Project No. 10025 No 10025_COVER r UI 0- 0 I N 28'-0" '-10 16'-7" 28'-0" 101-011 112'-0" 10'—Q" 28'-0" 16'-7" 28'-0" 11.-0„ 7'_6» 53 ORTH22E ELEV. 'B' 16'—O" 19'-10" 11 1 11 8'-2" '—A'-11 52 ORTH21 ELEV. 'B' 3'-2" 39'-0>' 112'-0" 16'-0" 51 ORTI-121 ELEV. 'B' (REV.) 1--11„ 1 1, FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 4 UNIT BUILDING FIR'S -T FLOOR PLAN 3/16" - 1�_Q99 51— 4" 8'-2 11 16'-0" 19'-10" 50 300 OR -'12 ELEV. 7'-6" 11-0„ C 0 I N WALL YMED LLEGEND INDICATES 2 HOUR CMU PARTY WALL UL 0906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS No. Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E C, I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. Uj DRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (4'16) 322-7294 ernail: info quadradesignstudios.rorn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client III 0 Project LOCH LAKE PH 3 Name SANFORD, FL BUILDING 11 28 FT TOWN HOMES LOTS 53 TO 50 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES By CHRIS BERGERON Checked TF Scale1/4"-1r-0.. Sheet No. Date MAY 2013 Project No. 10025 BC -2 No 10025—BLDG 11 27'-11" DBL. HANGING ° )----------- Oi -� W.I.C. M�STER BEDROOM F� 1 14'2"x13'6" I I (� � SHELVES D1 I l MASTER (` 1 BATH / OPT. 12" RAISED TRAY OASIS L CEILING I BEDROOM 2 10'2"x10'0" 1` --60" I - BATH - >L z MECH. F - OPT rUPPERSJ J � [:AH(]J f--��--1 I W II D I L --J L -J I I X LAUNbRI^J DN 17R - - - - - - -- - LOFT 8'0"x13'0" BEDROOM 3 10'0"x10'8" FUR OUT WALL AS REQUIRED — 0 11-6- 7'-6" 5� ORTH2 E ELEV. B BEDROOM 3 ---- 12'4"x10'6" i a I `- ---( M� STER BEDROOM I 14'4"x15'4" I I I I I I I I I I I I I I I I I I I I I 1I�Il I OPT. 12" RAISED TRAY - \ CEILING - J __ __ -I- BATH r OP11. rUPPERS] 66" -- t}--- } 0W 11 D I L --J I__ -J LAUNDRY CO DN 17R v— [�]AHU� H. BEDROOM 2 10' 0"x10'6" - I S' FLAT VAULTED CEILING lot 00 m 8'-3n" T ORTH21 52 ELEV. 'B' 13'-2" 8' J�AT I 111'-10" 28'-0" i ------------j1 W ----------( MASTER BEDROOM 14'4"x15'4" I I I I I I I I I I I I I I I I I I I I I I I I BEDROOM 3 12' 4"x 10' 6" I I --Il I - OP'T. 12" RAISED TRAY \ CEILING - Z- - - - - - - - - - - -- MASTER MASTER BATH Q� BA-rH OASIS OASIS - 72° %2" <� _ ED 12'-6" Rio MECH. BEDROOM 2 10'0"x10'6" DN '17R U 7�,L> VAUL'CEU CEILING 8' FLAT '0 13'-2" ORTH21 51 EL EV. 'E3' (REV.) 27'-11" �\----------- I'll MSTER-BEDRO M 14'2"x13'6" I I I I I I I I I I I I I I I I I I I I 1 / OPT. 12" RAISED TRAY CEILING BATH O rOPT PPERMECH. US F--��--t AHU D II W I �I I ILCAb� D R Y BEDROOM 3 9'0"x10'8' FUR OUT WALL AS REQUIRED 19'-8" _ _DB_L._HANGING W.1. C. -- -- I�-----� � fi 66" SHELVES \ o MASTER BATH O) OASIS I BEDROOM 2 I 10'2"x10'0" I w z J BEDROOM 4 9'0"x13'0" � ORTH22E ELEV. 'E3' FOR ATH SEE INDIVIDUAL rOPT. Uf�PERS FOR D 11 W 0L SHEET BC -6 --J L --J LAUNDRY r 0 Rio MECH. BEDROOM 2 10'0"x10'6" DN '17R U 7�,L> VAUL'CEU CEILING 8' FLAT '0 13'-2" ORTH21 51 EL EV. 'E3' (REV.) 27'-11" �\----------- I'll MSTER-BEDRO M 14'2"x13'6" I I I I I I I I I I I I I I I I I I I I 1 / OPT. 12" RAISED TRAY CEILING BATH O rOPT PPERMECH. US F--��--t AHU D II W I �I I ILCAb� D R Y BEDROOM 3 9'0"x10'8' FUR OUT WALL AS REQUIRED 19'-8" _ _DB_L._HANGING W.1. C. -- -- I�-----� � fi 66" SHELVES \ o MASTER BATH O) OASIS I BEDROOM 2 I 10'2"x10'0" I w z J BEDROOM 4 9'0"x13'0" � ORTH22E ELEV. 'E3' FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR EIRE SEPARATION NOTES OF ROOF ASSEMBLES SEE SHEET BC -6 4 UNIT BUILDING s)'E(-.'OrtaD FLOOR PLAN. 3/16" - I �-C DN 17R 7' - 6" Ill -0.11 I I I I I WALL SYMBOLS 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/D1 ® 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/D1 SEE WALL SECTION 4/D4 I No.1 Revision I Date I By I I CONSTRUCTION DOCUMENTS TI` DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: k"54 1) 288-6274 building design services EMAIL: infQCM-f-design,conl Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned Upon request. UADRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 484 tel: (416) 322-6334 fax: (416) 322-7294 ernail: infoGquadradesignstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client s Project LOCH LAKE PH 3 Name SANFORD, FL BUILDING 11 28 FT TOWN HOMES LOTS 53 TO 50 Copyright & Copy; U 2009 Quadra Design Studios Inc. Sheet title FRONT AND REAR ELEVATIONS - R" CHRIS CHRIS BERGERON I Checked TF Scale1/4rr=1r-011 Sheet No. Date MAY 2013 Project 10025 BC -4 No. N'o. 10025—BLDG 11 I No.1 Revision I Date I By I CONSTRUCTION DOCUMENTS T1TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. MW 4134 tel: (416) 322-6334 fax: (416) 322-7294 ernail: info Uquadradesignstudios.corrn Quadra Design Studios Inc. retains the copyfight in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client 4 1 l s Na rreet LOCH LAKE PH 3 SANFORD, FL BUILDING 11 28 FT TOWN HOMES LOTS 53 TO 50 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title SIDE AND PORCH ELEVATIONS DrawnChecked TF R„ CHRIS BERGERON R„ Scale1/4r�_11-0'I Sheet No. Date MAY 2013 No. 10025 BC®5 No 10025—BLDG 11 =1 27'-11" 4'-0" I. 4'-0" 4'-0" I. 4'-0" 28'-0" 4'-0" 1. 4'-0„ 27'-11" /— — ,I ------------------------- -------------- �4 A— PROVIDE FIRE RETARDENT Y- /'/'//' PROVIDE FIRE RErARDENf TREATED PLYWOOD SHEATHING �/ / / , , / / I TREATED PLYWOOD SHEATHING MIN. 4'-0" EACH SIDE OF I / / / , / MIN. 4'-0" EACH SIDE OF r THE PARTY WALL CENTERLINE / / / , , / / NO PARTY WALL CENTERLINE / Y / r / No PEr1ETRAnorls ALLOWED ( NO PENETRATIONS ALLOWED , / / / , , WITHIN 'THIS -LUNE / / / / /'/ 'I ASPtiALr SHINGLE ROOF INS'(ALLED � / / I WITHIN THIS ZONE I / / / // I // / / // ZAI)SHINGLE ROOF INSTALLED I , , / / / / // / I PER MAFIUFAC'rURERS SPECIFICA'(IONS PER MANUFACTURERS SPECIFICATIONS ( r /',/ .I /'//// /r,/// r / ,I �.. 8 /' I/// 8 12 ( r //// / / / //� //// / // I F-1 i J 12 8:12 8:19-4 92 a:1I— II—� r// /,//////� r////////I r I/ /',/// /// �, /' r/' /' i �T ,.Ij 8:12 a:12 �, / 8:12 8:12 I / / / , / / / (�— 4 / /' 8,12 3---------� - 8:12 8:12 f ----------------� L-------------� �— r — 111. Cp" V-0 7'-6" 53 ORTH22E _ E�EV. 'B' -------------J L/ l 11-_�. I J- 11 13'-2" P RTH21 52 ELEV. 'B' 12' �- 6" 13'-2" 51 ORTH21 ELEV. 'B' (REV.) LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2010 SECTION R320.7 l UNIT F 3 c 99 = /16 8'-32" 19'-87" ORTH22E �0 ELEV. 'B' (REV.) —0" 1- T 7'-6" I J i N N F-RooFSYMBOLS LEGEND INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRArTIONS 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. N. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC-8806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC `;PACE. No. Revision I Date I By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 E S I G N TEL: (321) 288-6274 D buildin E design services EMAIL: info0at-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UjUDRA DESIGN 5TUD[DS INC. 2'171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: infoc quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 1 1 Project Name LOCH LAKE PH 3 SANFORD, FL BUILDING 11 28 FT TOWN HOMES LOTS 53 TO 50 Copyright & Copy; O 2009 Quadra Design Studios Inc. Sheet Title BUILDING ROOF PLAN Drawn CHRIS BERGERON Byecked By TF Scale1 /4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 BC -6 N'� 10025—BLDG 11 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS N 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 PATTERN TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. SPECIFICATIONS. HANDRAILS 'TO 'TERMINATE LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 40" HIGH SLOPED 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & w c� 7 I- KNE PIN WALL W/ PTU. j CAP t ENGINEERS DRAWINGS AND SPECIFICATIONS, MIN. EXTERIOR GUARD HEIGHT = 36" FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION L 0 w s 0 1 C� = U w w u) v) WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS CODES AND AUTHORITIES HAVING JURISDICTION v) O 0 U W < 0 U) LJ Y MICROWAVES LOCATED ABOVE A COOKING W CD J J 0 Z wW Z w z W Z Z Z w }- m U U z z S rr a L < L <t CLW o a r z z S l 0 r- J 3� J U U) = O _ _ ~ U) L O C) Z J w Ol 0. w F- H O J J O w L� W V) (D Z O z D ft� 1 l L FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 50" 244" 601" 10.00 NO OCONCRETE 2 CEMENTITIOUS FINISH CW 1H4 SH BLOCK SINGLE HUNG 261" 508" 274" 508" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 261' 63" 274' 634" 11.59 NO R4 W231 H6 SH BLOCK SINGLE HUNG 261" 72" 274 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO INTERIOR DRYWALL FINISH, TOTAL R -VALUE �26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 3'-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 4" W28 2460 SH FRAME SINGLE HUNG 28" 72" 284" 724" 14.00 NO W51 24 SH BLOCK SINGLE HUNG .37" 508" 37j" 508" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W 2 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 373" 72" 18.50 YES 6'-8" W542440 SH FRAME SINGLE HUNG 27" 47" 27 " 474" 08.81 NO W`�5 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364' 724" 18.00 YES \" 1 48x50 ,H BLOCK SINGLE HUNG 48" 508" 481" 508" 16.88 NO 1 @248x6.3 SH BLOCK SINGLE HUNG 48" 63" 484° 6.5" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES INTERIOR DOOR 8' CLG. TYP. W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 481" 16.00 NO W`)7 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 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 ELEVATION 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 CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS. HANDRAILS 'TO 'TERMINATE LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 40" HIGH SLOPED 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & w c� 7 KNE PIN WALL W/ PTU. j CAP t ENGINEERS DRAWINGS AND SPECIFICATIONS, MIN. EXTERIOR GUARD HEIGHT = 36" FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION 7 w UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE 0 1 SPACE FROM UNCONDITIONED ATTIC SPACE SPECIFICATIONS AND ALL OTHER APPLICABLE t - SLOPED CEILING WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS CODES AND AUTHORITIES HAVING JURISDICTION C_) RANGE HOOD VENTED TO EXTERIOR AND J �) OVER CONSTRUCTION OF THESE UNITS. THESE PROVIDE R38 BATT/ BLOWN INSULATION AND r ) a� REQUIREMENTS ARE TO BE TAKEN AS MINIMUM / MICROWAVES LOCATED ABOVE A COOKING 21 OO TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 8702.4.2 SPECIFICATIONS J APPLINCE SHALL COMPLY WITH UL923 N Z w U FRAME WALL CONSTRUCTION (2x4) ( 1 > CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES Z V FINISHED TEXTURED COATING PER BUILDERS }- m 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. J2 V) G 0 _ C (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED r J CURT CEMENTITIOUS APPLICATION OVER = W z r- J L J U U) z Q C 0 _ ~ 0 C) O W J W C U CA FLOURING w _ = - V z L� W V) (D Z �j 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS RATING OF 1 HOUR WHERE LIMITING DISTANCE O v) 2'-8" 8'-0" I �q" R4 B LABEL YES FOR 1 HR RATED WALLS -_ OCONCRETE 2 CEMENTITIOUS FINISH FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE 2 HOUR MASONRY PARTY WALL - FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF TEMP GLASS 1/2 FRENCH SPECIFICATIONS OVER 1/2' THICK PRIMED 3 �l �11 J 3'-0" 6'-8" 14" 134 PER UL ASSEMBLY U905. FDC TABLE 720.1(2) 9 LITE, TRANSOM / ELEV ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 3'-0" 6'-8" 1 j" R4 1 TIED TO CONTINUOUS BOND BEAM AT TOP TEMP GLASS FULL FRENCH VERIFY THAT DELIVERED BLOCK HAS CORRECT INSULATION BACKING. OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" U.C. T -NAILED INTO 15 LITE, TRANSOM / ELEV BLOCK. FI -FOIL AA -2 VAPOR SHIELD 3'-0" 8'-0" 1 3" 134 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL TEMP GLASS 1/2 FRENCH INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR 51" _ (R-8.61) RATED CONTINUOUS FROM 'TOP OF MASONRY 2 12 LITE, TRANSOM / ELEV 1E 3'-0" 8'-0" 1 134 I 3 BEARING PARTITIONS 2x4 SPF#2 ©16" O.C. O # TEMP GLASS FULL FRENCH U373 AND INSTALLED PER MANUFACTURERS SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 4" PROVIDE 2x4 SPF#2 BOTTOM PLATE & 18 LITE, TRANSOM / ELEV 2'-8" 6'-8" 1 8" INTERIOR -DOOR 8' CLG. TYP. ZC� 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 3 2'-6" 6'-8" 1 8" INTERIOR DOUR 8' CLG. TYP. 2'-6" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. C4� 2'-4" 6'-8" 1 3" INTERIOR DOOR 8' CLG. TYP. C� 2'-4" 8'-0" 1 g" INTERIOR DOOR 9' CLG. TYP. 2'-0" 6'-8" 1 8" INTERIOR DOUR 8' CLG. TYP. 5A 2'-0" 8'-0" 1 8" INTERIOR DOOR W CLG. TYP. 2'-2" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. �>A2'-2" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. 0 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. G 1'-10" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP. 3'-0" 8'-0" '14" R4 TEMP GLASS FRENCH 1 LT 0 1 ID 00 1 N r2 PROPOSED( ELEC METER LOC 28'-0" 3'-U2.. 0,-2„ 4'-11,. 8'-0„ AC I W58 0W58 FLANGE FLANGE IN DINING I T TILE 8' i 14'-1" GATHERING ROOMto s1 CARPET / FLUS[I BREAKFAST BAR --- I- - --) �I DW KITCHEN co C T i� TILE �J - F.A. F- C -I w _ a J 1d W26 z `riJ'F�WD. E1 0� II HWT--------I -1 ILE - _ L---� N j 2 (-)0'-4" �� C PROVIDE PAN UND HWT MIRROR EL C RIC \ U PA El. ,. - 1 1,. 1,r0„ 8., 3 -/L 3 -9 1'-2�g„ 2'-10" 8,_y., , - FOYER O 17 TILE 10 j 1 D ;n PROVIDE 45 MINI) E FIRE RA-FEDDJAMB, R GARAGE �i `Cll S LL AND CLOSER -- I UP 17R _ S ORAGE 0 13 6 w - - - - 64- r LOW O _� _ _ C _HE DROOMLL _ s - - a r = W <t to J rwi N � � JJ U <mF 2'-10">- Li I- �w a rn Ci z � OU J O U L� aim z ��w _rr C,� C) U) C T_ -t 52.. F_ r - I I I 1'-11" F2'-124'/ WALK-IN PANTRY 14 3'-11" K 4" -u� = 7 t L1 i 2 f� 16'0" 7'0" O.H. GARAGE DOOR 7SEEO(2ND , n -t 2 L---------------J\_LINE OF CANTILEVERED FLOOR ABOVE 2 2'-11 TEMPERED v GLASS ABOVE W5 5 TUB T D L. HANGING 21_.- >._.. �IN------- 160"x42" x l 1 0 OAKER T.% - -�1-n I . C .IX C4) = ARPET / _ 1 _I. 1 21 66" _ GLASS ON 42" HIGH SHELVES 0 ._�/ KNEEWALL 1 O - 00 MASTER TEMPER E B A (-H GLS. 9� r \._/ OASIS N TILE N --- ` cp O I 1 n W26 v) - n ^I ¢ U in Nw I M BEDROOM CARPET Co I 28'-0" .3'-6" 5'-1» 1 tD CENTERED OVER PATIO UUUR BELOW w57 w5 -i EGRESS EGRESS -------- � I\ /I 1 �1------------� 1 14'-22» M STER BEDRO M CARPET I I I I I I I I I I I I I I I I F; /------------� ;� / OPT. 12" RAISED TRAY \ I / CEILING \ V----------------- MIRROR _. J 0to 60' 1,. C T 4 B A TH 21 3 62 X - TILE 10'-10" LACJRDRY- �V) DRYER BUX r- - -� r----7 N Li-IaN - _L - OPT.L JPPER S I >F AHu 1 W 11 D 1 �A7'fIC_ HATCH - 3\ / I �� BI FOLD C T �� 13 I X I PROVIDE IN J r) PAN UNDER LAUNDRX I ir> 40" IIIGI KNEEWALL DN 17R W/ PTU. PINE CAP �' POET t- CARPET ) 4'-34" 3'-24» 1'-11" 16'-0' 1 _7> 4,-24„ 3,-34,. -0 ' 8'-6" 19'-6" 1'-D' 8'-6" ,A1.3 28'-0' GROUND FLOOR PLAN TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTU. PINE CLEATS & 5/8"x2" FRONT VALENCE - PROVIDE 1/4"x1" PTD. OR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. �E3 FOYER STOP & DROP 3'-4" 1'-2" 2'-2" 11 -IN COUNTERTOP KITCHEN CABINET FINISHED PAI C��)FLUSH SCALE 2:1 40" BREAKFAST BAR SECTION 4/0x5/6 ARCHTOP 4'-114 4.-7114„ CONSTRUCTION NOTES (Unless Otherwise Noted) 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR LO ROOF COVERING AS SPECIFIED INSTALLED PER D l 11 UNLESS NOTED OTHERWISE (U.N.O.) ALL BI/ -FOLDS 0 \ ,I V CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS. HANDRAILS 'TO 'TERMINATE LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 40" HIGH SLOPED 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 62311.7.7.2 CUNfINUI fY 5.) 7 KNE PIN WALL W/ PTU. j CAP t ENGINEERS DRAWINGS AND SPECIFICATIONS, MIN. EXTERIOR GUARD HEIGHT = 36" FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION 7 B 2L --I(V 0 UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE 0 1 SPACE FROM UNCONDITIONED ATTIC SPACE SPECIFICATIONS AND ALL OTHER APPLICABLE t - SLOPED CEILING WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AND J �) OVER CONSTRUCTION OF THESE UNITS. THESE PROVIDE R38 BATT/ BLOWN INSULATION AND r ) a� REQUIREMENTS ARE TO BE TAKEN AS MINIMUM / MICROWAVES LOCATED ABOVE A COOKING 21 OO TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 8702.4.2 SPECIFICATIONS CIJ APPLINCE SHALL COMPLY WITH UL923 N Z w U 4'-34" 3'-24» 1'-11" 16'-0' 1 _7> 4,-24„ 3,-34,. -0 ' 8'-6" 19'-6" 1'-D' 8'-6" ,A1.3 28'-0' GROUND FLOOR PLAN TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTU. PINE CLEATS & 5/8"x2" FRONT VALENCE - PROVIDE 1/4"x1" PTD. OR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. �E3 FOYER STOP & DROP 3'-4" 1'-2" 2'-2" 11 -IN COUNTERTOP KITCHEN CABINET FINISHED PAI C��)FLUSH SCALE 2:1 40" BREAKFAST BAR SECTION 4/0x5/6 ARCHTOP 4'-114 4.-7114„ WASHER,/ TILE L - -� CONSTRUCTION NOTES (Unless Otherwise Noted) 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR LO ROOF COVERING AS SPECIFIED INSTALLED PER D l --- 2-24" --- UNLESS NOTED OTHERWISE (U.N.O.) ALL BI/ -FOLDS TYPE II RAILS FBC R311.7.7.3 FOR GRIP \ ,I V CONSTRUCTION TO ADHERE TO THESE PLANS AND SPECIFICATIONS. HANDRAILS 'TO 'TERMINATE LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP MAX. STAIR HANDRAIL HEIGHT = 38 FENESTRATION PRODUCTS TO BE SEALED WITH A SPECIFICATIONS AND TO ADHERE TO THE 2010 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 62311.7.7.2 CUNfINUI fY 5.) FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. ENGINEERS DRAWINGS AND SPECIFICATIONS, MIN. EXTERIOR GUARD HEIGHT = 36" FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION MECHANICAL ENGINEERS DRAWINGS AND UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE FINISHED RAILING WITH PICKETS SPACED MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SPACE FROM UNCONDITIONED ATTIC SPACE SPECIFICATIONS AND ALL OTHER APPLICABLE t - RANGE HOOD VENT (FBG-M1503� WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AND J �) OVER CONSTRUCTION OF THESE UNITS. THESE PROVIDE R38 BATT/ BLOWN INSULATION AND EQUIPPED WITH BACK DRAFT DAMPER, a� REQUIREMENTS ARE TO BE TAKEN AS MINIMUM 1 9 MICROWAVES LOCATED ABOVE A COOKING 21 OO TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 8702.4.2 SPECIFICATIONS 5/8" TYPE "X" DRYWALL ON CEILING OF APPLINCE SHALL COMPLY WITH UL923 N Z w U FRAME WALL CONSTRUCTION (2x4) ( 1 > CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES L 0. V FINISHED TEXTURED COATING PER BUILDERS c tr) 3/4" T&G SUB -FLOUR ON PRE-ENGINEERED 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. J2 FLOORS w/ CONDITIONED SPACE ABOVE. TAPE FLOUR TRUSSES BY REGISTERED TRUSS _ SPECIFICATION OVER 7/8" THICK PRIMED 3 (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED MANUFACTURER. (SEE STRUCTURAL ENGINEERS I- CURT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING C GALV. METAL LATH w/ WATER RESISTANT 8302.11 (4) EVERY 1000 S.F. BRACING IN ACCORDANCE _ r-) `r BARRIER PER ASTM C 1063 & APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR DOWN AS REQUIRED GLUED AND MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WITH TPI/WTCA BCS/. (1/4') PANEL TYPE CL D WINDOW = 5.7 Sq. Ft. 4 10 UNDERLAY UNDER RESILIENT AND WOOD U SHEATHING, 2x4 STUDS @ 16" O.C. TO TO BE EQUIPPED WITH SELF CLOSING DEVICE FLOURING U Iw- y 10'-0" MAX. HEIGHT (SEE STRUCTURAL MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE U < _J ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE � INSULATION, 1/2" INTERIOR DRYWALL FINISH. 1 / EXTERIOR WALLS TO HAVE A FIRE RESISTANCE U Z) V) RISE 7 3/4" MINIMUM TREAD 10" MAX. NOSING = 1 1/4" RATING OF 1 HOUR WHERE LIMITING DISTANCE O v) MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-13613.2) 12 IS LESS THAN S-0" V BLOCK CONSTRUCTION - 10'-0" FROM A/C CONDENSER. MIN. 36' FROM MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF 'THE CLEAR OPENING TO THE -_ OCONCRETE 2 CEMENTITIOUS FINISH FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE 2 HOUR MASONRY PARTY WALL - FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF MIN. CLEAR STAIR WIDTH = 31 1/2" SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP 'TO 9'-4" A.F.F 'TO BE 2 HR RATED `J COAT CEMENTITIOUS APPLICATION, 8" NOM. MIN. WINDER TREAD MEASURED= 1U" (FBC-R612.2) PER UL ASSEMBLY U905. FDC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE STRUCTURAL ENGINEERS SPECIFICATIONS X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN EQUIVALENT THICKNESS. CONTRACTOR TO 1 TIED TO CONTINUOUS BOND BEAM AT TOP RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH VERIFY THAT DELIVERED BLOCK HAS CORRECT INSULATION BACKING. OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" U.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 51" _ (R-8.61) RATED CONTINUOUS FROM 'TOP OF MASONRY 2 FIRE WALL BELOW, TO UNDERSIDE OF ROOF 2 INTERIOR STUD PARTITIONS SHEATHING, SHAFT LINER ASSEMBLY PER UL I 3 BEARING PARTITIONS 2x4 SPF#2 ©16" O.C. O # U373 AND INSTALLED PER MANUFACTURERS SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & FOOT CONSTRUCTION WASHER,/ TILE L - -� 5'-4" 52 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR LO ROOF COVERING AS SPECIFIED INSTALLED PER D l --- 2-24" --- DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXr. BI/ -FOLDS TYPE II RAILS FBC R311.7.7.3 FOR GRIP \ ,I V 4'-42" 5'-4" 52 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR LO ROOF COVERING AS SPECIFIED INSTALLED PER D l HANDRAILS TO MEET REQUIREMENTS FOR DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXr. 4 TYPE II RAILS FBC R311.7.7.3 FOR GRIP NON-BEARING PARTITIONS 'TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPECIFICATIONS. HANDRAILS 'TO 'TERMINATE SPF#2 OR 2x6 SPF#2 CCS 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY 'TRUSS MAX. STAIR HANDRAIL HEIGHT = 38 FENESTRATION PRODUCTS TO BE SEALED WITH A � �j r (l BEDROOM L� E D I \ \� `J M MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM 62311.7.7.2 CUNfINUI fY 5.) FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. g MIN. EXTERIOR GUARD HEIGHT = 36" FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION WALLS WHICH SEPARATE CONDITIONED LIVING UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE FINISHED RAILING WITH PICKETS SPACED MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SPACE FROM UNCONDITIONED ATTIC SPACE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF t - SHALL BE INSULATED WITH R-19 BATT WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS -- INSULATION. INCLUDES VAULTED CEILING, OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION J �) SKYLIGHT, RAISED COFFERED CEILING, PROVIDE R38 BATT/ BLOWN INSULATION AND - _ 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 1 9 WALL & CEILING BETWEEN GARAGE AND LIVING SPACE 21 OO TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 6 8702.4.2 �0 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY D>� GARAGE WI fH LIVING SPACE ABOVE & 1/2" INTERIOR STAIRS -SITE BUILT FBC 2010 4>_81> DRYWALL ON WALL BETWEEN LIVING SPACE 8311.7.3 WINDOW GENERAL NOTES: c tr) AND GARAGE MIN. R-11 IN WALLS AND 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. J2 FLOORS w/ CONDITIONED SPACE ABOVE. TAPE MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED &ANCHORED 1.) _ AND SEAL & STRUCTURALLY SUPPORT ALL (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED JOINTS IN ORDER TO BE GAS AND FUME STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM _ a 2. TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 8302.11 (4) NAILED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE c� WINDOW = 5.7 Sq. Ft. 4 10 DOOR FROM GARAGE "TO HOUSE DOOR AND FRAME TO BE GAS PROOFED. DOOR 3.) RISERS SHALL BE lx8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE TO BE EQUIPPED WITH SELF CLOSING DEVICE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" AND WEATHERSTRIPPING. MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING =20" PRECAST CONCRETE STEP OR WOOD STEP FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING 11 (WHERE NOT EXPOSED TO WEATHER) MAX. MIN. TREAD = 10" = 44" ABOVE FLOOR RISE 7 3/4" MINIMUM TREAD 10" MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-13613.2) 12 CLOTHES DRYER VENT (FBC-M15U2) DRYER EXHAUST VENTED TO EXTERIOR MIN. MIN. HEADROOM = 6'-8" FOR WINDOWS MORE 'THAN 6'-0" ABOVE FINISHED GRADE, 10'-0" FROM A/C CONDENSER. MIN. 36' FROM 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 DAMPER MAX. 25' DUCT LENGTH. 45' BEND = MIN. STAIR WIDTH = 3'-U" FINISHED FLOOR FOR WINDOWS " 2,5', & 90' BEND = 5' MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS FLASHING SEALANTS AND WEATHERSTRIPPING `J ATTIC ACCE S, (FBC-Rr307) ATTIC ACCESS HATCH 22"x30" WITH WEATHER MIN. WINDER TREAD MEASURED= 1U" (FBC-R612.2) - 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RE$ISTAN'f FLASHING AT STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER 1 ATTIC AT HATCH LOCATION. (R-30) RIGID RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH 4'-42" 5'-4" 52 SIZE (FBC-13612.12.2) D l HANDRAILS TO MEET REQUIREMENTS FOR MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WI fH 'TESTING AND PERFORMANCE CLASS 25 OR O HAND RAIL_ - FQC 2.010 8311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKH 201. MIN. STAIR HANDRAIL HEIGH f = .34" JUNCTURE BETWEEN EXTERIOR PLASTER AND 4 TYPE II RAILS FBC R311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS 'TO 'TERMINATE OF 1/4" IN WIDTH MAX. STAIR HANDRAIL HEIGHT = 38 FENESTRATION PRODUCTS TO BE SEALED WITH A � �j r (l BEDROOM L� E D I \ \� `J M 62311.7.7.2 CUNfINUI fY 5.) MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 8613.8.1 SIN g MIN. EXTERIOR GUARD HEIGHT = 36" CARPET WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE FINISHED RAILING WITH PICKETS SPACED MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING 4'-9 IS E :�ii.IL FLOOR PLAN C7 2" AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA 4.) MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-13612.12.2) 1729 SF HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TOTAL AREA TYPE II RAILS FBC R311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS 'TO 'TERMINATE OF 1/4" IN WIDTH TO WALL OR NEWEL POST PER FBC 62311.7.7.2 CUNfINUI fY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE g WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF F WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE / SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) t - SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS J �) SKYLIGHT, RAISED COFFERED CEILING, CONTAINED IN THE ENERGY GAUGE USA/FLA/RES - _ COMPUTER PROGRAM 1 9 WALL & CEILING BETWEEN GARAGE AND LIVING SPACE WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY D>� GARAGE WI fH LIVING SPACE ABOVE & 1/2" INSPECTION. 4>_81> DRYWALL ON WALL BETWEEN LIVING SPACE 2 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' 8302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES 4 10 DOOR FROM GARAGE "TO HOUSE DOOR AND FRAME TO BE GAS PROOFED. DOOR INSIDE STRAPPING W/ DRYWALL AND TO BE EQUIPPED WITH SELF CLOSING DEVICE EXTERIOR FINISH FOR SIDING OR GEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP D/MNSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 718- CEMENT/ROUS FINISH 12 CLOTHES DRYER VENT (FBC-M15U2) DRYER EXHAUST VENTED TO EXTERIOR MIN. OR 51DING 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' - SCIUARE FOO TA CE CALG'ULA I -IONS ARE 13 ATTIC ACCE S, (FBC-Rr307) ATTIC ACCESS HATCH 22"x30" WITH WEATHER MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEETZ, 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 2765-200.3) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 22EB 707 IF '1022 IF TOTAL A/C AREA 1729 SF GARAGE 389 IF TOTAL AREA 2118 SF No. Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G NTEL: (321) 288-6274 building design sarvicas EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned Upon request. lJ! DRA DESIGN 5TUI)IQ$ INC. 2'171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 tax: (416) 322-7294 ernail: info@quadradesignstudios.corrn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL T OR H22E ELEVATION 'B' LOT 53 Copyright & Copy; @ 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Q Drawn CHRIS BF-RGERON CByecked TF Scale 1/4"=11-011 Sheet No. Date MAY 2013 Project 10025 ' � I No. Noe 10025_ORTH22E 8:12 8:12 6:12 FLANKAGE ELEVATION 'B' TOTAL GLASS AREA ON FRONT ELEVATION = 66 04 SQ. FT. 1'-8" ELEVATION 7" — - - EQ EQ 10" AREA r1 > I - ;, 4" w -- - LE -t - 4 - v VARIES ti 7� 3�4"k SCALE 2:1 W UA 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER Q VARIES ?WIDTH 10" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER VARIES -.3". 7 3".4" SCALE 2: 'I 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER i ELEVATION 'B' 10" AREA 3, 7'> �I, Eck. EQ. - ;, 4" w -- SQ. FT. LE -t Nil v VARIES ti 7� 3�4"k SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 4 f7 xIN I N C O _ I "-) LO r -1N I N r� 3/4" RECESS SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS 1/2" 2 ,1 /2" 5"x3" PREFORMED STUCCO WATER -FABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL z_ cc 't FRONT ELEVATION 'B' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. 2'- 4" A PORCH 'B' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE A`;PHAI T c_;HINC,I F q SURROUND W/ SMOOTH STUCCO PLASTER (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) -1/2" CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) -5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) -PRECAST STUCK—ON STONE VENEER 96"x96" PATIO DOOR REAR ELEVATION 719' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 142.00 SQ. FT. B FOYER/STAIRWELL SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS G 7 9/16" EACH= 10'-8 3/4" 16 TREADS @ 10" EACH I 0) C T co TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS A/C TOP OF PLATE IOP OF WINDOW 7/8" CEMENTITIOUS FINISH OVER SHEATHING PROVIDE CONTROL �� I JOINT @ PARTY WALL I c0 f_1 PROVIDE CONTROL JOINT 0 TOP OF BLOCK WALL FIN. SECOND FLR., —I — TOP OF WINDOW 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH CEMENTITIOUS FINISH 0 U 1/2" CEMENTITIOUS I FINISH OVER BLOCK 00 WALL FIN. GROUND FLR. FIN. GRADE 00 No.1 Revision Date By CONSTRUCTION DOCUMENTS ® TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 buildlny design services EMAIL: infv@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. RA t—, IGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (4'15) 322.6334 fax: (4 163) 322-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client � 1 Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'g' LOT 53 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION BByawn CHRIS BERGERON Byecked TF Scale 1/4"= 1 1-011 Sheet No. Date MAY 2013 Project No. 10025 1.2B N'o 10025_ORTH22E BUILDING SECTION SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES No.1 Revision I Date I By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 building design seerr vices D in S I N EMAIL: info@ntt-f-design.co Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. Vd- D DESIGN STUDIOS INC, 2'171 Avenue Road, Suite 302, Toronto, Ont. M51M 4B4 tel: (4 163) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client - 1 1 Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'B' LOT 53 Copyright & Copy; n 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION Drawn CHRIS BERGERON lhecked TF Scale1/4' =1'-0" Sheet No. Date MAY 2013 Project No. 10025 1.3B No 10025_ORTH22E ELEC. METET CEI MID LIGI GROUND FLOOR ELECTRICAL PIAN He C/L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH 616" �J TEL Ak I 1\ � NSA 0 i} 3 3 A/C CONDENSER /DISCONNECTS 0 T —AVT —I (— -AY- —I — �� Li 1 AHU I II I W D L — — L I>A� IL— NSA 1 SECOND FLOOR ELECTRICAL PLAN FLFCTPoCAL LEGEND CAPPED ROUGH -IN CEILING $ 2 WAY SWITCH 110V SPLIT OUTLET-SWITDIED (16" HIGH To C/L WALL-MUUNIED) 1 _(\ LIGHT FIX TUBE (50" HIGH TO C/L) rJ- (CEILING MOUNTED)p OVER COUNTERS PULL CHAIN LIGHT FIXTURE 3 3 WAY SWITCH IIOV OUTLET WATERPROOF WATER PROOF (50" HIGH TO C/L) \� V / SID, LIGHT FIXTURE $4 4 WAY SWITCH VAPOR PROOF GROUND FAULT CIRCUIT BRACE & PRE -WIRED FOR FUTURE CEILING FAN O (50" HIGH TO C/L) DIMMER SWITCH IIUV SINGLE OU ILEI DEDICAIEO FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) (5U" HIGH To C/L) 220V HEAVY DUTY OUTLET C FLUORESCENT LIGHT -� NO BOX 0 BLOCK WALL 110V OUTLET (16" HIGH TO — WALL-MWNTEU) MECHANICAL & PIIJMBIN(, N011's I) PLUMBING SHALL COMPLY WITH FBG 2007 PLUMBING CUE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 12OF (49-C) IN ACCORDANCE WITH FBC—P2706.3 4) CLEANOUTS SHALL BE PROVIDED 0 BASE OF STACK & TD 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER TO FIN.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINU DI C. SERVICE CABLE GENERAL ELECTRI NI nT7C• 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMEN•rs. 2. ELECTRIC AND GAS METERS SHALL BE IN NUN—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, E-rC,) 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. LIGH,r 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM C METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING U D E R Gir R 0 U N D E L E NO.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOl" to be scaled. All drawings arid specifications are instruments of service and the copyright property of the designer and must be returned upon request. UAD DESIGN S'['UDtGS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 404 tel: (416) 322-6334 fax: (416) 322-7294 ernail: info@cluadradesignstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client Project NameLOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'B' LOT 53 Copyright & Copy; @ 2009 Quadra Design .Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES Drawn CHRIS BERGERON Checked TF By By Scale1 /^ II_1 1-011 Sheet } No. Date MAY 2013 Project No. 10025 1AB FilNo. 10025—ORTH22E CAPPED ROUGH -IN CEILING U MOUNTED LIGHT = 110V SPLIT OUTLET-SWITDIED (16" HIGH To C/L WALL-MUUNIED) 1 _(\ LIGHT FIX TUBE IIOV OU FILE r rJ- (CEILING MOUNTED)p OVER COUNTERS PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) -�I-�QCj (CEILING MOUNTED) _ �Z IIOV OUTLET WATERPROOF WATER PROOF (EXTERIOR WALL -MOUNTED) •C (SHOWER RECESSED LIGHT) l}" IIQV OUTLET VAPOR PROOF GROUND FAULT CIRCUIT (BATHRTA. CEILING MOUNTED) INTERRUPTER _Fr IIUV SINGLE OU ILEI DEDICAIEO FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) MICROWAVE 220V HEAVY DUTY OUTLET C FLUORESCENT LIGHT -� NO BOX 0 BLOCK WALL (CEILING MOUNTED) (10" HIGH TO C/L) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUN[EU) T (12" HIGH) EXHAUST FAN. REFER rorI CABLE r.V. JACK CONSIRUCIION NOTE se. u (12" HIGH) CEILING MOUNTED LIGHT INTERCOM SPEAKER _ FIXTURE W/ EXHAUST FAN REFER TO CONSIRUC. NOTE 0 & THERMOSTAT JAR LAMP F"-❑ PUH BUTTON SWITCH (EXTERIOR WALL MOUNTED) rXX_) DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) S SPEAKER WIRE FLOOD LIGHT `fl- SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) �I ELEC11tICAL SERVICE PANEL SMOKF N.ARM (RFFFR TO FRC 2010. 8313.1 NSA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLUE TO BOTTOM OF STAIRS CONNECTING 'IFIE FLUOR LEVEL ABOVE. ALARMS TO BE CUNNECTEU To AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNDS. SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. !, MCD;BON MONOXII�I)F_ fF("(()fi CARBON MONOXIDE DETECTORS ARE TO BE WI1HIN 10' OF SLEEPING ROOMS. — — CQ)MRINAnON `_MOISF ALARM .4 CARRON MONOXIDE I)FIP(, (OR COMBINATION UNITS MAY BE USED PROVIDING 'THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIDE DETECTORS ARE MET. ELECTRICAL NOTES 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUST FANS SHALL UE VENTED THROUGH THE ROOF OR EXTERIOR WALL, 4) DRYER VENTS SHALL BE VENTED THROUGH TIIE ROOF OR THROUGH EXTERIOR WALL. (DO NOT VENT WITHIN 10'-0" OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURETHAT ALL LABOR AND MATERIALS FOR FIRE PROIECHON AND ELECTRICAL SYSIEMS ARE INSTALLED IN COMPLIANCE WITH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING LEGEND I- ,1 I w/ I TRANSFER VENT 3" PLUMBING (T)ILET) �/ J C = :1�_ 2" PLUMBING DRAIN r — ;I SHOWER, SINK) (BA1H, CEILING RETURNAIR VENT 1`� -1 SUPPLY OUTLET — J l MAIN SUPPLY AIR FLEX = — RETURN AIR VENT ON WALL y DUcr — —i r- �\ 1 MAIN RETURN AIR FLEX I I REDUCTION BOX DUCT �j —� FLEX SUPPLY DUCT TRIANGLE / END BOX / REDUCER V EXHAU5r FOR GAS FUELED AIR _ C EXHAUST FOR DRYER OR STOVE --- HANDLER OR HWr -- HUD AS NOTED MECHANICAL & PIIJMBIN(, N011's I) PLUMBING SHALL COMPLY WITH FBG 2007 PLUMBING CUE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 12OF (49-C) IN ACCORDANCE WITH FBC—P2706.3 4) CLEANOUTS SHALL BE PROVIDED 0 BASE OF STACK & TD 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER TO FIN.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINU DI C. SERVICE CABLE GENERAL ELECTRI NI nT7C• 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMEN•rs. 2. ELECTRIC AND GAS METERS SHALL BE IN NUN—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, E-rC,) 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. LIGH,r 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM C METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING U D E R Gir R 0 U N D E L E NO.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOl" to be scaled. All drawings arid specifications are instruments of service and the copyright property of the designer and must be returned upon request. UAD DESIGN S'['UDtGS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 404 tel: (416) 322-6334 fax: (416) 322-7294 ernail: info@cluadradesignstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client Project NameLOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'B' LOT 53 Copyright & Copy; @ 2009 Quadra Design .Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES Drawn CHRIS BERGERON Checked TF By By Scale1 /^ II_1 1-011 Sheet } No. Date MAY 2013 Project No. 10025 1AB FilNo. 10025—ORTH22E 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 1570SFI 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. CLOSET OR PANTRY w/ MIN. 14" DEEP GLASS ON 42" HIGH SPECIFICATIONS AND TO ADHERE 'TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & w U TYPICAL FOR ALL SHELVES 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, N U~ w RANGE HOOD VENT (FBG -M1503) w W RANGE HOOD VENTED TO EXTERIOR AND 5/8" PTD. PINE SHELF CODES AND AUTHORITIES HAVING JURISDICTION n F o IS- o (D UJ ca = a U) w 0 J M J �� z PTD. PINE CLEATS & T Z L G Z < W F J <in J C r W L L W L 1 2 p W 0 Ld nY Q Z = 2 Y OO W O J W F C� O c:) U z = r Z i w U) O z W >- 0 2'-8" 6'-8" r R4 B LABEL YES FOR 1 HR RATED WALLS J W W Z L O Q G1 Z W CI MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE r ' F O 1 J CEMENTITIOU'S FINISH 0 ? c FINISHED TEXTURE COATING PER BUILDERS C7 2050 SH FRAME SINGLE HUNG 24" 60" 24"" 60"" 10.00 NO 6'-8" W 1H4 SH BLOCK SINGLE HUNG 262" 508" 27-1" 508" 9.32 NO W22 1115SH BLOCK SINGLE HUNG 262' 63" 274'" 634'" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 262" 72" 27j" 72" 13.25 NO STRAPPING @ 24" O.C. W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 441" 8.56 NO 3'-0" W26 2444 SH FRAME SINGLE HUNG 28" 52" 1 284" 521" 10.11 NO 1 g" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 60J" 11.67 NO W28 2460 SH FRAME SINGLE HUNG 28" 72" 28J" 721" 14,00 NO INTERIOR DOOR 8' CLG. TYP. F9191O 24 SH BLOCK SINGLE HUNG 37" 508" 371" 508" 13.01 NO 0 W52 25 SF BLOCK SINGLE HUNG 37" 63" 37j" 63 '16.19 YES 8'-U" W53 W053 26 SH BLOCK SINGLE HUNG 37" 72" 373' 72" 18.50 YES 54 2440 SH FRAME SINGLE HUNG 27" 47" 271" 47j" 08.81 NO W553040 SH FRAME SINGLE HUNG 36" 48" .361" 481" 12.00 NO 07 W57 3050 SH FRAME SINGLE HUNG 36" 60" 361" 60"" 15.00 YES 1'-6" W58 .3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 1 8" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48�" 508" 16.88 NO SIZE (FBG'-RG12.12.2) W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48j" 63" 21.00 YES TEMP GLASS FRENCH 1 LT W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48J" 72" 24.00 YES TO WALL OR NEWEL POST PER FBC W 4040 SH FRAME SINGLE HUNG 48" 48" 48"" 481" '16.00 NO 77 4050 SH FRAME SINGLE HUNG 48" 60" 481" 60j"I 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE SPACE FROM UNCONDI TIONED ATTIC SPACE 402.1.2.3) <r SHALL BE INSULATED WI rH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS 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 CONSTRUCTION TO ADHERE TO THESE PLANS ANDLINEN CLOSET OR PANTRY w/ MIN. 14" DEEP GLASS ON 42" HIGH SPECIFICATIONS AND TO ADHERE 'TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & w U TYPICAL FOR ALL SHELVES 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, & LEDGES w RANGE HOOD VENT (FBG -M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 1 J RANGE HOOD VENTED TO EXTERIOR AND 5/8" PTD. PINE SHELF CODES AND AUTHORITIES HAVING JURISDICTION n EQUIPPED WITH BACK DRAFT DAMPER. Q' OVER CONSTRUCTION OFTHESE UNITS. THESE 'TO "TAKEN 5 MICROWAVES LOCATED ABOVE A COOKING SUPPORTED ON 5/8"x2" REQUIREMENTS ARE BE AS MINIMUM 0 � W APPLINCE SHALL COMPLY WITH UL923 PTD. PINE CLEATS & w z a UJ O CEMENTITIOUS FINISH J G F m 5/8"x2" FRONT VALENCE J C L FLOOR TRUSSES BY REGISTERED TRUSS U V) Z < (Y = 2 Y J W J W F C� O c:) U W = = r Z i w U) O z W >- 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS INSULATION, 1/2" INTERIOR DRYWALL FINISH. ([A) 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE U1B3-U" ' 6'-8" 6-8 1 134 CEMENTITIOU'S FINISH 0 TEMP GLASS 1/2 FRENCH FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM "TDP OF .r PHONE CHARGER 48" AFF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 9 LITE, TRANSOM / ELEV SLAB UP TO 9'-4" A.F.F TO BE 2 FIR RATED 1C 3'-0" 6'-8" 1 4" 134 PER UL ASSEMBLY U905. FBC 'TABLE 720.1(2) COATHOOKS ON TEMP GLASS FULL FRENCH CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 3/4"x7-1/2" PTD. STRUCTURAL ENGINEERS SPECIFICATIONS 15 LITE, TRANSOM / ELEV EQUIVALENT "THICKNESS. CONTRACTOR TO PINE LEDGER BD. §, FOYER CL STOP & DROP TIED 'TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT TEMP GLASS 1/2 FRENCH OF WALL. 1x2 PRESSURE TREAFED 3'-U" 8'-0" 1 134 STRAPPING AT 24" 0.C. T -NAILED INTO 12 LITE, TRANSOM / ELEV STRAPPING @ 24" O.C. BLOCK. A -FOIL AA -2 VAPOR SHIELD TEMP GLASS FULL FRENCH CIF) 3'-0" 8'-0" 1 134 INTERIOR DRYWALL FINISH, TOTAL R -VALUE 18 LITE, TRANSOM / ELEV SECOND FLOOR PARTY WALL TO BE 2 HR 2'-8" 6'-8" 1 g" RATED CONTINUOUS FROM TOP OF MASONRY INTERIOR DOOR 8' CLG, TYP. FLIGHT OF STAIRS 2'-8" 8'-0" 1 _ IN'FERIOR STUD PARTITIONS INTERIOR DOOR 9' CLG. TYP. SHEATHING. SHAFT LINER ASSEMBLY PER UL - 2'-6" 6'-8" 1 8" 037.3 AND INSTALLED PER MANUFACTURERS SPEC. INTERIOR DOOR 8' CLG. TYP. �� 2'-6" 8'-0" 1 g" PROVIDE 2x4 SPF//2 BOTTOM PLATE & INTERIOR DOOR 9' CLG. TYP. ROOF CONSTRUCFION 0 2'-4" 6'-8" 1 $" ROOF COVERING AS SPECIFIED INSTALLED PER INTERIOR DOOR 8' CLG. TYP. C� L'-4" 8'-U" 1 $" NON-BEARING PARTI rIONS TO BE 2x4 INTERIOR DOOR 9' CLG. TYP. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED (D) 2'-0" 6'-8" 1 8" PRE-ENGINEERED ROOF TRUSSES BY TRUSS INTERIOR DOOR 8' CLG. TYP. 50A 2'-0" 8'-0" 1 g" INTERIOR DOOR 9' CLG. TYP. OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 2'-2" 6'-8" 1 8" AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. INTERIOR DOOR 8' CLG. TYP. 07 6�i 2'-2" 8'-0" 1 8" MAX. STAIR HANDRAIL HEIGHT = 38" INTERIOR DOOR 9' CLG. 'TYP. FENESTRATION PRODUCTS TO BE SEALED WITH A rn 1'-6" 6'-8" "I $" SEALANT COMPLYING WITH FBC2007 8613.8.1 I N INTERIOR DOOR 8' CLG. TYP. MIN. EXTERIOR GUARD HEIGHT = 36" 1'-6" 8'-0" 1 8" FINISHED RAILING WITH PICKETS SPACED INTERIOR DOOR 9' CLG. TYP. MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING U 1'-10" 6'-8" 1 8" SIZE (FBG'-RG12.12.2) INTERIOR DOOR 8' CLG. TYP. HANDRAILS TO MEET REQUIREMENTS FOR 3'-0" 8'-0" 1 4" 134 TYPE II RAILS FBC 13311.7.7.3 FOR GRIP TEMP GLASS FRENCH 1 LT O 28'-0" L J L r 3'-02„ 10'-0" 4'-62„ 8'-0" w >- �UcD a 0-C) D dc) J 2 A � 2 >- Cl � m W58 Y N �� w FLANGE FLANGE 8080 PATIO DOOR c�a = �`` �< \ i< 1 . D1 1 DINING D1 X TILE �tcv I 52 18'-72„ 8,_5 2,. < 52,. o n� GATHERING ROOM Si CARPET o C T NUJ C 1 JJ; D� cp tm� w _/ 1 / 1 UJ J FLUSH B EAKFAST U) ' BAR Ld----------- <L p O< U � sww DW O U Y _j Ld UP t 17 R om 6 KITCHEN �N 0 -w) U) TILE 1 _ � X Cu EL c H N E2 0� HWT PAN. --- F --- --� I -� L_ -� o I � 2 _-� � - - - r -14- d- -LOW ' N 1 10 PROVIDE PAN -)0,-4„ y 1 1 HEAPRO�M l 1,> UNDER HWT - - 1„ 5�_ 4'-10" 1 22 9„ 4'-2" 12 12 4,> STORAGE oh - MIRRORI71PIR VIDE 5//8" < i „ TYP "X" < X / / / DRYWALL UNDER STAIRS G A R A G EO SIN r� TILE�YE PROVIDE 45 MINUTE (\ c' J FIRE RATED DOOR TILE w/ RATED JAMB, _J ,D oN SILL AND CLOSER U) I C26 ri c� FLANGE n Lj Ll- < 1» D1 4,. l'-72" 04,-52 2'-1" 8" 18'-6>' _ 4" Ld EL PORCH �.� 11)4" BELOW <� ` - W CL FIN_ FLR001 - � ` 1- x ELECTRIC AA - PANEL < r PROPOSED ELEC - - X 16'0"<7'0" Q.H. GARAGE DOOR METER LOC I _ </ LINE OF CANTILEVERED FLOOR ABOVE 2 PRECAST STUCK -ON STONE VENEER -3' 5'-4" V-7" 1'-11" 16'-0" 7 8'-6" 19'-6" 28'-0" GROUND FLOOR PLAN - PTD. MDF TRANSOM OASIS o D1 UNLESS NOTED OTHERWISE (U.N.O.) ALL PANEL ABOVE TILE W CONSTRUCTION TO ADHERE TO THESE PLANS ANDLINEN CLOSET OR PANTRY w/ MIN. 14" DEEP GLASS ON 42" HIGH SPECIFICATIONS AND TO ADHERE 'TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & -�4-J<NEEVALL0 TYPICAL FOR ALL SHELVES 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, & LEDGES MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBG -M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 1 J RANGE HOOD VENTED TO EXTERIOR AND 5/8" PTD. PINE SHELF CODES AND AUTHORITIES HAVING JURISDICTION 28" HIGH'-``--- . EQUIPPED WITH BACK DRAFT DAMPER. Q' OVER CONSTRUCTION OFTHESE UNITS. THESE 'TO "TAKEN 5 MICROWAVES LOCATED ABOVE A COOKING SUPPORTED ON 5/8"x2" REQUIREMENTS ARE BE AS MINIMUM SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 PTD. PINE CLEATS & FRAME WALL CONSTRUCTION i2x4) 16 SUBFLOOR AND FLOOR TRUSSES O CEMENTITIOUS FINISH J G FINISHED TEXTURED COATING PER BUILDERS E( X42' x20" 5/8"x2" FRONT VALENCE J C TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 FLOOR TRUSSES BY REGISTERED TRUSS _ J ' SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE S'TRUC'TURAL ENGINEERS F < �> PROVIDE 1 /4"x1" PTD. GLASS NAILING SCHEDULE) PROVIDE DRAFT STOPPING _ BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE `t HOUSE WRAP, %/16" OSB EXTERIOR 2'-112„ DOOR STOP PERIMETER C] SHEATHING, 2x4 STUDS @ 16" O.C. "TO AT BASE) EQUALLY SPACED & ANCHORED UNDERLAY UNDER RESILIENT AND WOOD W >- 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING p � m TRIM BIDS. OVER ALL PTD. 17 EXPOSED BUILDING FACE z INSULATION, 1/2" INTERIOR DRYWALL FINISH. STRUCTURAL ENGINEERS SPECS. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE -�j PINE SHELVES RATING OF 1 HOUR WHERE LIMITING DISTANCE O MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE IS LESS THAN 3'-0" N V) CONCRETE BLOCK CQNSFRUCTION - RECEPTACLE FOR CELL CEMENTITIOU'S FINISH 0 v FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM "TDP OF .r PHONE CHARGER 48" AFF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 FIR RATED COAT CEMENTITIOUS APPLICATION, 8' NOM. PER UL ASSEMBLY U905. FBC 'TABLE 720.1(2) COATHOOKS ON CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR 3/4"x7-1/2" PTD. STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT "THICKNESS. CONTRACTOR TO PINE LEDGER BD. §, FOYER CL STOP & DROP 31- 4" 1'-2" 2'-2" r -IN COUNTERTO KITCHEN - CABINET FINISHED P, SOs� KITCHEN SCALE 2:1 , FLUSH 40 BREAKFAST BAR SECTION 0 I N C N CC 6'-32„ D1 3'-6" 28'-0" 10'-O2" 3'-6" 4'-8" 711 <r W57 W57 W57 W57 �I EGRESS EGRESS EGRESS EGRESS ----------------- A 1------------( I I I I BEDROOM 3 I I 1 CARPET o 1 MASTER BEDROOM CAPET I I I I 52„ 2 -1 � 4,_82„ y� 4'-102>, 52" 15'-101" 3,-5„ 4,_ 12„ I I l 21 c I /_ -- - - - - _\I Il- __JO io PJzbVIDE �\ I I(Np LPAN UNDER ----- --- .1 - �(y L_ �r WASHER LO -� LAUND DRYER UX -- --- F A HER N co OP�. UPPERS I II 66" ---�L---I �H(C .I.C.Iz BATH ( - 1 C4)IG i1 z J B TILE ```-)� I D H _tw' 2E o �= -J --� � "�' f9 I LAUNDRY 13 I II W z TILE 7X\ (D TO- NV LJ (� - HIS 11 L 7 :�, ,.,` � r - �� �� 1. C. 51„ 3' 2-"3'-111,. I 2> 1„ 4>_61>, = 5f1,> 2 4'- 7' 2 3'-6" 3'-5" 2 I L BI -FOLD (� I 6 G - 5 14 MASTER DN 17R - , AH`'i N B A TH 1 co I 1� 4'-62" 4' -OZ" 8'-7" BED CARPFR 1) 2 I EGRESS (EGRESS 3/0x5/4 3/0x5/4 .0 ARCH TOP ARCH TO 4'-92„ 3 -6 13'-2' 1 28'-0' P CONSTRUCTION NOTES (Unless Otherwise Noted) OASIS o D1 UNLESS NOTED OTHERWISE (U.N.O.) ALL GLS. ENCL. TILE W CONSTRUCTION TO ADHERE TO THESE PLANS ANDLINEN CLOSET OR PANTRY w/ MIN. 14" DEEP GLASS ON 42" HIGH SPECIFICATIONS AND TO ADHERE 'TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & -�4-J<NEEVALL0 FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBG -M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 1 J RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING JURISDICTION 28" HIGH'-``--- . EQUIPPED WITH BACK DRAFT DAMPER. Q' OVER CONSTRUCTION OFTHESE UNITS. THESE 'TO "TAKEN 5 MICROWAVES LOCATED ABOVE A COOKING TILED LEDGE REQUIREMENTS ARE BE AS MINIMUM SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 N Q w U FRAME WALL CONSTRUCTION i2x4) 16 SUBFLOOR AND FLOOR TRUSSES O CEMENTITIOUS FINISH J G FINISHED TEXTURED COATING PER BUILDERS E( X42' x20" 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED J C TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 FLOOR TRUSSES BY REGISTERED TRUSS _ J ' SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE S'TRUC'TURAL ENGINEERS F < �> COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT GLASS NAILING SCHEDULE) PROVIDE DRAFT STOPPING = r'' BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE `t HOUSE WRAP, %/16" OSB EXTERIOR 2'-112„ WITH TPI/WTCA BCSL (1/4') PANEL TYPE C] SHEATHING, 2x4 STUDS @ 16" O.C. "TO AT BASE) EQUALLY SPACED & ANCHORED UNDERLAY UNDER RESILIENT AND WOOD W >- 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING p � m ENGINEERS SPECIFICATIONS) R13 BATT 17 EXPOSED BUILDING FACE z INSULATION, 1/2" INTERIOR DRYWALL FINISH. STRUCTURAL ENGINEERS SPECS. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE -�j r) RATING OF 1 HOUR WHERE LIMITING DISTANCE O MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE IS LESS THAN 3'-0" N V) CONCRETE BLOCK CQNSFRUCTION - 2 HOUR MASONRY PARTY WALL CEMENTITIOU'S FINISH 0 v FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM "TDP OF .r SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 FIR 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 TREAFED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" 0.C. T -NAILED INTO STRAPPING @ 24" O.C. BLOCK. A -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) 1/2" 9 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR MAX. VERTICAL RISE FOR = 12'-0" RATED CONTINUOUS FROM TOP OF MASONRY FLIGHT OF STAIRS FIRE WALL BELOW, -TO UNDERSIDE OF ROOF - _ IN'FERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL - - 0 BEARING PARTITIONS 2x4 SPF#2 C9 16" U.C. 037.3 AND INSTALLED PER MANUFACTURERS SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 3.) FLASHING SEALANTS AND WEATHERSTRIPPING LO I PROVIDE 2x4 SPF//2 BOTTOM PLATE & 20 ROOF CONSTRUCFION 0 2-2x4 SPF//2 'TOP PLATES. 1/2" INFERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTI rIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 52° SPF#2 OR 2x6 SPF#2 (0)24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MAN IFACTURER AT 24" U C PRE -FINISHED ALUMINUM OP�. UPPERS I II 66" ---�L---I �H(C .I.C.Iz BATH ( - 1 C4)IG i1 z J B TILE ```-)� I D H _tw' 2E o �= -J --� � "�' f9 I LAUNDRY 13 I II W z TILE 7X\ (D TO- NV LJ (� - HIS 11 L 7 :�, ,.,` � r - �� �� 1. C. 51„ 3' 2-"3'-111,. I 2> 1„ 4>_61>, = 5f1,> 2 4'- 7' 2 3'-6" 3'-5" 2 I L BI -FOLD (� I 6 G - 5 14 MASTER DN 17R - , AH`'i N B A TH 1 co I 1� 4'-62" 4' -OZ" 8'-7" BED CARPFR 1) 2 I EGRESS (EGRESS 3/0x5/4 3/0x5/4 .0 ARCH TOP ARCH TO 4'-92„ 3 -6 13'-2' 1 28'-0' P TEMPERED OASIS o D1 FASCIA AND VENTED SOFFIT" (EXCEPT WHERE FIRE GLS. ENCL. TILE W PROVIDE MIN. R-11 BATT INSULATION IN 2'1 GLASS ON 42" HIGH - FLOORS BETWEEN CONDITIONED AND -�4-J<NEEVALL0 ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF 28" HIGH'-``--- . WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS 5 ATTIC OVER LIVING SPACE TILED LEDGE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND J cvOo 1 -ICI 21 1/2" INTERIOR DRYWALL FINISH ON CEILING !I 1 E( X42' x20" C11n TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 �KER TU B/ - W5 TEMPERED GLASS ABOVE 1 TUB 4'-102„ S-32" 2'-112„ SECOND FLOOR PLAN 6'-3" 00 UNIT 21B 651 SF 1014 SF TOTAL A/C AREA FLOOR 'TO EXTERIOR COVERED PORCH GARAGE FASCIA AND VENTED SOFFIT" (EXCEPT WHERE FIRE TOTAL AREA 2102 SF 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 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 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 R702.4.2 INTERIOR STAIRS-51TE BUILT FBC 2010 R311.7.15 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-8310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED I STRUCTURAL ENGINEERS SPECS. S IN EVERY SLEEPING ROOM r) 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE I WINDOW = 5.7 S(. Ft, 1 v DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE .r 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 (FB0-13613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING "TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE - _ MIN. STAIR WIDTH = S_0" FINISHED FLOOR FOR WINDOWS - - MIN. CLEAR STAIR WID FH = 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. 07 MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A rn MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 8613.8.1 I N MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBG'-RG12.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC 13311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS TO TERMINATE OF 1/4" IN WIDTH TO WALL OR NEWEL POST PER FBC 8311.7.7.2 CON fINUITY .5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE 8 WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE SPACE FROM UNCONDI TIONED ATTIC SPACE 402.1.2.3) <r SHALL BE INSULATED WI rH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WALL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE O SPACE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 0 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY > GARAGE WITH LIVING SPACE ABOVE & 1/2" INSPECTION. P 1/ DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDIrIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER 'FU BE GAS AND FUME DIMENSION d'c AREA NOTES TICH'r. 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 7O HOUSE INSIDE STRAPPING W/ DR%WALL AND 1 D DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE 6EMENTITIOU5 FINI)LI. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXC'LUDES' 718" CEMENTITIOUS FINISfI CLOTHES IES DRYER VENT (FBC-M15Q2) OR SIDING 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FUR 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' - 5'CIUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R8Q7) MEASURED TO EXTERIOR SURFACE Of- FAT ATTIC IC ACCESS HATCH 22"x3Q" WITH WEATHER CEMENTITIOU5' FINISH, MASONRY RENEEF; STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELENA TION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21B 651 SF 1014 SF TOTAL A/C AREA 1665 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2102 SF No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: infv@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UADRA DESIQN STUDIOS INC. 2,171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email; info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may riot be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client Project LOCH LAKE FSH 3 Name 1 SANFORD, FL, ORTH21 ELEVATION 'B' LOT 52 Copyright & Copy; O 2009 Quadra Design Studio, Inc. Sheet Title FIRST FLOOR PLAN & NOTES By Drawn CHRIS BERGERON BYecked TF Scale 1/4n-11_011 Sheet No. Date MAY 2013 Project 10025 21B No. Filo; 10025_ORTH21 6:1'2 DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 6:12 8:12 d - I 1 'x6" RAISED FRIEZE TRIM .- r ~l --- „ W/ SMOOTH CEMENTITIOUS FINISH (TYP) 2-20"x60" PREFORMED STUCCO LOUVERED S I (SEE DETAIL) L. 1%6" RAISED SILL W/ EGRESS LECRESS SMOOTH CEMENTITIOUS FINISH (TYP) ' I.I 12"x12°x1" SQUARE RAISED DETAIL W/ SMOOTFI 8:1Z ,.. CEMENTITIOUS FINISH (TYP.) 6" WIDE SCORED WINDOW II SURROUND W/ SMOOTH CEMENTITIOUS FINISH IFN II ❑ � ©� �� �� II L LM 6" WIDE SCORED DOOR - I SURROUND W/ SMOOTH CEMENTITIOUS (TYP) Lm HIM I �� II - IM TIM FRONT --- ELEVATION EQ. 'B' TOTAL GLASS AREA ON FRONT ELEVATION = 70,57 SQ. FT. JIk- --- 7" EQ. EQ. TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' I PAINTED WOOD — , 4" I I I I I I cn UJ a VARIES 3" 7" 3",4 SCALE 2:1 —� PROVID�'E 8" 10" WIDTH c1 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 1 11 —4 IN I �=icv I 3/4" RECESS� SCALE '2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1/2" 2 1/2" ire T x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 7/8" CEMENTITIOUS FINISH OVER SHEATHING PROVIDE CONTROL JOINT CN TOP OF BLOCK WALL 1"x6" RAISED TRIM W/ SMOOTH CEMENTITIOUS FINISH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) .5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 2'-4" 8:12 �• 7 A` %. 71 _ 1"x6" RAISED FRIEZE "FRIM W/ SMOOTH CEMENTITIOIJS FINISH (TYP) 1— 7/8" CEMENTITIOUS FINISH •.. OVER SI IEATHING I . I ,I Xq I. I. 1 1"x6" RAISED TRIM W/ SMOOTH CEMENTITIOUS FINISH 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) ELECTRIC METER NICHE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER WALKWAY EEEV, ELECTRIC METER NICHE ON GARAGE WALL (A PORCH 'B' SECTION THROUGH ELECTRIC METER NICHE RIDGE LINE FOR ELEV. 'F3' ASPHALT SHINGLES 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) TOP OF WINDOW 6" WIDE SCORED WINDOW o aSURROUND W/ SMOOTH CEMENTITIOUS FINISH 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL A /C FIN. GROUND FLOOR 'B' 96"x96" PATIO DOOR ELEVATION TOP OF WINDOW 6" WIDE SCORED WINDOW o aSURROUND W/ SMOOTH CEMENTITIOUS FINISH 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL A /C FIN. GROUND FLOOR 'B' REAR ELEVATION 'B' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE -FOYER STAIRWELL SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR THICK CMV STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 'DIA. CONDUIT TO 17 RISERS o 7 9/16" EACH= 10'-8 3/4" JN THROUGH CMU 16 TREADS U 10" EACH OLLOW CORE TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS FIN. GRA O I I 00 H No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL; info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service arid the copyright property of the designer and must be returned upon request. U"RA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, 'Toronto, Ont. M51M 4B4 tel: (4 16) 322-6334 fax: (416) 322-7294 email: info Nquadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 400 Projec Namet LOCH LAME PH 3 SANFORD, FL ORTH21 ELEVATION '3' LOT 52 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet ELEVATIONS & STAIR SECTION Title Drawn By By CHRIS BERGERON Checked TF scale 1/4"-1'-0" sheet — No. Date MAY 2013 Project No. 10025 2.2B No. 10025_ORTH21 40" HIGH KNEEWALL W/ PAINTED WOOD CAP I I I I I I —� PROVID�'E 8" SLOPED L TYPE "X" � L \� \�� MIN. CEILING NDERSTAIRS �� HEADROOM El _ I" _ 40" ❑, ❑ 6 " ` KNEE HIGH SLOPED WALL W/ PTU. PINE CAP oUJ �Fi c I \ co I SLOPED _ 32' x 2" o x CEILING `I DOOR DOOR ELECTRIC METER NICHE -FOYER STAIRWELL SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR THICK CMV STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 'DIA. CONDUIT TO 17 RISERS o 7 9/16" EACH= 10'-8 3/4" JN THROUGH CMU 16 TREADS U 10" EACH OLLOW CORE TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS FIN. GRA O I I 00 H No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL; info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service arid the copyright property of the designer and must be returned upon request. U"RA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, 'Toronto, Ont. M51M 4B4 tel: (4 16) 322-6334 fax: (416) 322-7294 email: info Nquadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 400 Projec Namet LOCH LAME PH 3 SANFORD, FL ORTH21 ELEVATION '3' LOT 52 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet ELEVATIONS & STAIR SECTION Title Drawn By By CHRIS BERGERON Checked TF scale 1/4"-1'-0" sheet — No. Date MAY 2013 Project No. 10025 2.2B No. 10025_ORTH21 1"x6" RAISED TRIM \� SMOOTH CEMENTITIOL 0 BUILDING uuCT uu SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES I No.1 Revision I Date I By I CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. TW Melbourne FL, 32940 D E' 1 G N TEL: (321) 288-6274 building design services EMAIL: infeW-f design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 484 tel: (416) 322-6334 fax: (416) 322-7294 email: Info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may riot be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 4 1 k SAM e a , 0 Project LOCH LAKE PH 3 Narne SANFORD, FL ORTH21 ELEVATION 'B' LOT 52 Copyright & Copy; U 2009 Quadra Design Studios Inc. Sheet "title BUILDING SECTION DrawnChecked P" CHRIS BERGERON R„ TF Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 2.3B Noe 10025_ORTH21 GROUND FLOOR ELECTRICAL PLAN C/L ELECTRICAL LEGEND 3" MAX. BETWEEN / STD. LIGHT FIXTURE TRIM AND SWITCH BRACE & PRE -WIRED FOR FUTURE CEILING FAN TYPICAL LIGHT SWITCH SECOND FLOOR ELECTRICAL PLAN �l CAPPED ROUGH—IN CEILING MOUNTED LIGHT IV LIGHT FIXTURE (CEILING MOUNTED) c PULL CHAIN LIGHT FIXTURE -LTJ- (CEILING MOUNTED) l�e WATER PROOF 7- (SHOWER RECE55ED LIGHT) VAPOR PROOF (BATHRM. CEILING MOUNTED) RECESSED CANNED LIGHT (CEILING MOUNTED) FLUORESCENT LIGHT D� (CEILING MOUNTED) LIGHT FIXTURE TEL TELEPHONE JACK J (WALL MOUNTED) 'T (12" HIGH) EXHAUST FAN. REFER TO CADLE T.V. JACK CONSTRUCTION NOTE & TU (12" HIGH) CEILING MOUNTED LIGHT I INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE �L pg. V THERMOSTAT JAR LAMP [---Cl PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) `.� SPEAKER WIRE �.. FLOOD LIGHT SPEAKER PREWIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FBC 2010 R313 1 .SA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNU>. SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. MCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN IU' OF SLEEPING ROOMS. COMBINATION SMOKE ALARM & CARBON MONOXIOF 1F1FCTQR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIDE DETECTORS ARE MET. FIFCIRICAI HOFF`, 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF OR EXTERIOR WALL. 4) DRYER VENTS SHALL BE VENTED THROUGH THE ROOF OR THROUGH EXTERIOR WALL. (DO NOT VENT WITHIN 10'-0" OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL LADOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH 'THE EDI ION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING LEGEND TRANSFER VENT C _ 3" PLUMBING (TOILET) / C - 10Qv 2" PLUMBING DRAIN (BATH, SHOWER, SINK) I �P/ I CEILING RETURN AIR VENT IC —1 SUPPLY OUTLET MAIN SUPPLY AIR FLEX C — - — RETURN Alk VENT ON WALL y DUCT F—__1 MAIN RETURN AIR FLEX I REDUCTION BOX (� 1 Y DUCT F1 / J / FLEX SUPPLY DUCT � TRIANGLE / END BOX / L/ I / REDUCER I/ --{{' EXHAUST FOR GAS FUELED AIR __ EXHAUST FOR DRYER OR STOVE HANDLER OR HWT -- HOOD AS NOIED MF('HANI(-AI_ A- PI UMHINO NOTFS 1) PLUMBING SHALL COMPLY WITH FBC 2007 PLUMBING CODE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 12UF (40'C) IN ACCORDANCE WITH FBC-1`2708.3 4) CLEANOUTS SHALL BE PROVIDED U BASE OF STACK & 0 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER TO H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. B) THE CONTRACTOR $HALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 \ THHN ALUMINUM 150 AMP PANEL I—� 150M P 2/0 ALUMINUM—/DI C. SERVICE CABLE 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM O - METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING _U D E F`V'J(__X' R 0 U N D E L E U No.1 Revision IDate By CONSTRUCTION DOCUMENTS TF DESIGN, INC, TM6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: Info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of Service and the copyright property of the designer and must be retLlmed upon request. UAD DESLQN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (4'16) 322-6334 fax: (416) 322-7294 email: infocDquadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, Sketches, and all digital information. They may riot be copied or used for any other projects or purposes or distributed Without the written consent Of Quadra Design Studios Inc. Client 44D Project NameLOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'B' LOT 52 Copyright & Copy; O 2009 Quadra Design Studios Inc. Sheet ELECTRICAL PLANS & NOTES Title N,_ rawn CHRIS BERGERON R" Checked TF Scale 1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 2AB No 10025_ORTH21 2 WAY SWITCH (50" HIGH TO C/L) $3 3 WAY SWITCH (50" HIGH TO C/L) 4 4 WAY SWITCH (50" HIGH TO C/L) d DIMMER SWITCH (50" HIGH TO C/L) 11 OV OUTLET (16" HIGH TO C/L WALL -MOUNTED) IIOV SPLIT OUTLET -SWITCHED (16" HIGH TO C/L WALL -MOUNTED) IIOV D� OVER R COUNTERS (42" HIGH WALL—MOUNTED) 110V OUTLET �Q V WATERPROOF (EXTERIOR WALL—MOUNTED) !\ c� 110V OUTLET GROUND FAULT CIRCUIT INTERRUPTER 110V SINGLE OUTLET DEDICATED FOR DISHWASHER OR DISPOSER OR MICROWAVE 220V HEAVY DUTY OUTLET NO BOX 0 BLOCK WALL (10" HIGH TO C/L) LIGHT FIXTURE TEL TELEPHONE JACK J (WALL MOUNTED) 'T (12" HIGH) EXHAUST FAN. REFER TO CADLE T.V. JACK CONSTRUCTION NOTE & TU (12" HIGH) CEILING MOUNTED LIGHT I INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE �L pg. V THERMOSTAT JAR LAMP [---Cl PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) `.� SPEAKER WIRE �.. FLOOD LIGHT SPEAKER PREWIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FBC 2010 R313 1 .SA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNU>. SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. MCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN IU' OF SLEEPING ROOMS. COMBINATION SMOKE ALARM & CARBON MONOXIOF 1F1FCTQR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIDE DETECTORS ARE MET. FIFCIRICAI HOFF`, 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY. 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF OR EXTERIOR WALL. 4) DRYER VENTS SHALL BE VENTED THROUGH THE ROOF OR THROUGH EXTERIOR WALL. (DO NOT VENT WITHIN 10'-0" OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL LADOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH 'THE EDI ION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING LEGEND TRANSFER VENT C _ 3" PLUMBING (TOILET) / C - 10Qv 2" PLUMBING DRAIN (BATH, SHOWER, SINK) I �P/ I CEILING RETURN AIR VENT IC —1 SUPPLY OUTLET MAIN SUPPLY AIR FLEX C — - — RETURN Alk VENT ON WALL y DUCT F—__1 MAIN RETURN AIR FLEX I REDUCTION BOX (� 1 Y DUCT F1 / J / FLEX SUPPLY DUCT � TRIANGLE / END BOX / L/ I / REDUCER I/ --{{' EXHAUST FOR GAS FUELED AIR __ EXHAUST FOR DRYER OR STOVE HANDLER OR HWT -- HOOD AS NOIED MF('HANI(-AI_ A- PI UMHINO NOTFS 1) PLUMBING SHALL COMPLY WITH FBC 2007 PLUMBING CODE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 12UF (40'C) IN ACCORDANCE WITH FBC-1`2708.3 4) CLEANOUTS SHALL BE PROVIDED U BASE OF STACK & 0 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER TO H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. B) THE CONTRACTOR $HALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 \ THHN ALUMINUM 150 AMP PANEL I—� 150M P 2/0 ALUMINUM—/DI C. SERVICE CABLE 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM O - METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING _U D E F`V'J(__X' R 0 U N D E L E U No.1 Revision IDate By CONSTRUCTION DOCUMENTS TF DESIGN, INC, TM6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: Info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of Service and the copyright property of the designer and must be retLlmed upon request. UAD DESLQN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (4'16) 322-6334 fax: (416) 322-7294 email: infocDquadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, Sketches, and all digital information. They may riot be copied or used for any other projects or purposes or distributed Without the written consent Of Quadra Design Studios Inc. Client 44D Project NameLOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'B' LOT 52 Copyright & Copy; O 2009 Quadra Design Studios Inc. Sheet ELECTRICAL PLANS & NOTES Title N,_ rawn CHRIS BERGERON R" Checked TF Scale 1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 2AB No 10025_ORTH21 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 1570SFI 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. LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 w cr m w w c) S F- I- -L s C7 W57 W57 W57 z w Q C) -; w RANGE HOOD VENT (FBG -M1503] CODES AND AUTHORITIES HAVING JURISDICTION N_ cn 1- = TS Cl Cj Fd EQUIPPED WITH BACK DRAFT DAMPER. r Ci VJ W 0 r j b J � C) z DI1 jl S G z z Z <t O w >_ J U z .' Of w L w Q O CLLK < G ~ I , Q G O w 0tY U <r L_ LL =L C7 77 z 0 z w V) w Ld -L �rNF.A. I- 00 T o - B LABEL YES FOR 1 HR RATED WALLS S r rL I- O z z 7) O w O z _ w FOR 1 HR RATED WALLS RATING OF 1 HOUR WHERE LIMITING DISTANCE �� S-0" 6'-8" 1 R4 \� F- IN o cr TEMP GLASS 1/2 FRENCH 1 = W.I. CJ 2050 SH FRAME SINGLE HUNG 24" 60" 24"" 60"' 10.00 NO 6'-8" "1 1IT4 SH BLOCK SINGLE HUNG 261" 508" 27"" 508" 9..32 NO VERIFY THAT DELIVERED BLOCK HAS CORRECT C22 1H5SH BLOCK SINGLE HUNG 2621' 63" 274" 6,34" 11.59 NO W55 OM 2 E.)3 1H6 SH BLOCK SINGLE HUNG 26"" 72" 274" 72" 13.25 NO < _ - �I C / 21~ ..`r N0 _ I L` `60"x42" x2 "I 4V25 2438 SH FRAME SINGLE HUNG 28" 44" 281" 441" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 60¢" 11.67 NO 6'-3" 13'-2" cvv�8W28 ) 2460 SH FRAME SINGLE HUNG 28" 72" 2821" 724" 14.00 NO INTERIOR DOOR 8' CLG. TYP. W51 O 24 SH BLOCK SINGLE HUNG 37" 50a" 374" 508" 13.01 NO \"2 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES 8'-0" W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 4 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" W 08.81 NO INTERIOR STAIRS -SITE BUILT FBC 2010 CW'5 3040 SH FRAME SINGLE HUNG 36" 48" 364" 48"" 12.00 NO AT BASE) EQUALLY SPACED & ANCHORED W57 3050 SH FRAME .SINGLE HUNG 36" 60" 361"60"" INTERIOR DOOR 9' CLG. TYP. 15.00 YES 1'-6" 98 3060 SH FRAME SINGLE HUNG 36" 72" 36j" 721" 18.00 YES 1 8" W91 48x50 SH BLOCK SINGLE HUNG 48" 50E" 484" 50�" 16.88 NO W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES TEMP GLASS FRENCH 1 LT W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES " W95 4040 SH FRAME SINGLE HUNG 48" 48" 48 " 48" 16.00 NO FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, W!7 4050 SH FRAME SINGLE HUNG 48" 60" 484" 60j" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) FINISHED FLOUR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" - - FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-8612.2) 12" FROM INSIDE EDCE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN, WINDER READ MEASURED = 6" ALL EXTERIOR DOORS 8c WINDOWS TO EXTEND TO 'THE I DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER 3'-6" 6'-32 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 w cr m w w c) Dl 1 oz s C7 W57 W57 W57 w EGRESS EGRESS EGRESS EGRESS RANGE HOOD VENT (FBG -M1503] CODES AND AUTHORITIES HAVING JURISDICTION n RANGE HOOD VENTED TO EXTERIOR AND ----------------- t I\ /I OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. ------------( REQUIREMENTS ARE "TO BE TAKEN AS MINIMUM 0 n I BEDROOM 3 w < APPLINCE SHALL COMPLY WITH UL923 DI1 jl CARPET z a ~ MATER BEDROOM FINISHED TEXTURED COATING PER BUILDERS F- J CARPET I I I- w z F::: <U I I 4,62„ I 0 I V) z O = ~ NAILING SCHEDULE) PROVIDE DRAFT STOPPING PROV15E: v w III (7 U C� w = _U T r- V) w V) O z -L �rNF.A. C� 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS Ci 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS RATING OF 1 HOUR WHERE LIMITING DISTANCE �� S-0" 6'-8" 1 R4 \� F- IN o TEMP GLASS 1/2 FRENCH 1 = W.I. LtHI_ d' GROUND FLOOR PARTY WALL FROM TOP OF 52" zli 3� Lf) = I� 4'-62\' --_ :5'-5" 2,_ rt„ 3'-n 3'-1 1 2» SLAB UP TO 9'-4° A.F.F TU BE2 HR RATED 9 LITE, TRANSOM / ELEV LIL----- �l, C 3'-0" 6'-8" 1" R4 ITEM II3-1.3 ALSO APPLY WITH 721.3.1 FOR TEMP GLASS FULL FRENCH 17R J Dl v �' OAS/ TEMPERED- 00 VERIFY THAT DELIVERED BLOCK HAS CORRECT CL GLS. ENCL. 15 LITE, TRANSOM / ELEV RATING. PARTY WALL TO HAVE 1 1/2" P.T. 3'-U" 8'-U" 1 4" R4 KNEEWALL_ BEDR W55 OM 2 TEMP GLASS 1/2 FRENCH REFLECTIVE INSULATION (R-4.1) 1/2" CARPET - 2 HOUR SHAFT LINER SYSTEM PARTY WALL r- 28„ HIGH fILEU LEDGE 1 6 D1 SECOND FLOUR PARTY WALL TO BE 2 FIR 12 LITE, TRANSOM / ELEV < _ - �I C / 21~ ..`r N0 _ I L` `60"x42" x2 "I �� 3'-U" 8'-0" 1 4" R4 FIRE WALL BELOW, TO UNDERSIDE OF ROOF O TEMP GLASS FULL FRENCH SHEAFHING. SHAFT LINER ASSEMBLY PER UL EGRESS EGRESS U373 AND INSTALLED PER MANUFACTURERS 1� W55 TEMPERED 3/Ox 5/4 18 LITE, TRANSOM / ELEV SPEC. 2'-8" 6'-8" 1 3 TUB INTERIOR DOOR 8' CLG, TYP, 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 2'-8" 8'-0" 1 DRYWALL BO FH SIDES OF STUDS. 6'-3" 13'-2" 8'-7(1" INTERIOR DOOR 9' CLG. TYP. NON-BEARING PARTITIONS TO BE 2x4 1 _ 28'-0" 2'-6" 6'-8" 1 PRE-ENGINEERED ROOF 'TRUSSES BY TRUSS 2 INTERIOR DOOR 8' CLG. TYP. CJ 2'-6" 8'-0" 1 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE _ OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN INTERIOR DOOR 9' CLG. TYP. PROTECTED) OVER SUBFASCIA. 2'-4" 6'-8" 1 8" 1 UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 8' CLG. TYP, `GAN 4A 2'-4" 8'-0" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS INTERIOR DOOR 9' CLG. TYP. 5 ATTIC OVER LIVING SPACE 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 5�2'-0" 8'-U" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 F' %02.4.2 - INTERIOR STAIRS -SITE BUILT FBC 2010 INTERIOR DOOR 9' CLG. TYP. \2) 2'-2" 6'-8" 1 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. INTERIOR DOOR 8' CLG. TYP. AT BASE) EQUALLY SPACED & ANCHORED 6A 2'-2" 8'-0" 1 (FBC-R310) INTERIOR DOOR 9' CLG. TYP. 0 1'-6" 6'-8" "1 IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED INTERIOR DOOR 8' CLG. TYP. MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE CA V-6" 8'-0" 1 8" p DOWN AS REQUIRED GLUED AND NAILED INTERIOR DOOR 9' CLG. TYP. 6'-8" 1 3" 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED GLUED AND NAILED. 3'-U" 8'-0" 1 4"rR4 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE O TEMP GLASS FRENCH 1 LT 00 N J 28'-0" JJ « U N LLJ2'-5" 8'-U" 4'-62„ 10'-0" 3'-02„ s I- W tz LY cp ? CL L 0) ~ U 7D !X J 2 U _ JLd n M t>_3� OA r� cz `w �� 2 W58 W,5 2 z 0 7J u) N 01E < 8080 PATIO DOOR FLANGE FLANGE "I DINING IN "� TILE XD 1 7 1 {52 S1 GATHERIN ROOM CD CARPET T C I p N Y J <r Ld Q_ J FLUSH B EAKFAST X Z_ BAR v-') ` r I- �r -I----- ------ = J F EE >< Q v o ©I WO ?ww �° a� CD z XJ�) J UP 117R x L'J rN KITCHEN 6 < __J z s TILE o � V) < I I � I I --I----�--I---- VIA9 TWH1 0� Ea E3 - PROVIDE PAN10 ,� o qj C� LOW d ca 12'-11" UNDER HWT 1, -2 HE/ DRQOM- 51 4' 2 4'- 2' 9" 4'-10" 2 STORAGE PR VIDE 8" MIRROR -- TYPE DRYWALL DGARAGE UN ER STAIRS G \ X PROVIDE 45 MINUTE TILE _ FIRE RATED DOOR FOYER O v CD w/ RATED JAMB, TILE LL j SILL AND CLOSER G) W26 U 1D FLANGE � 1 D1 _ 1 4'-5-1 a 1'-7- 4" 18'-6" 8" <r 2'-1" 2 2 '"�4" OR CH 4" BELOW ` w m ` L L FIN. -FLR _ ELECTRIC PANEL 1'a X cl 16'0"x7'0" O.H. GARAGE OOR I PROP 101 _METEROSEDELEC LOC - - - -- - - - - - LINE OF CANTILEVEREDJ - - _ FLOOR ABOVE 2 2 -_PRECAST STUCK -ON STONE VENEER 16'-0" V-11" 1'-7" 5'-4" PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD, PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTD, DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. E2 EOYER STOP & DROP 8'-6" ; 28'-0" ?G:Oi.!IID FL(_i_iF. PLP, I'd S- 4" d 2'-2" 1'-2" I I I I cn _ I UNTERTOP KITCHEN CABINET ED PANEL s� KITCHEN SCALE 2:1 FLUSH 40 BREAKFAST BAR SECTION IDEC.'/"OND FLOOR PLAN - 28'-0" w <� J Q COVERED PORCH GARAGE UNLESS NOTED OTHERWISE (U.N.O.) ALL Q = � rr> �. r� J 4'-8" 3'-6" 10'-02„ 3'-6" 6'-32 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 w cr m w D1 5. 3 P _ 1 Dl 1 oz s C7 W57 W57 W57 MECHANICAL ENGINEERS DRAWINGS AND EGRESS EGRESS EGRESS EGRESS RANGE HOOD VENT (FBG -M1503] CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AND ----------------- t I\ /I OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. ------------( REQUIREMENTS ARE "TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING n I BEDROOM 3 APPLINCE SHALL COMPLY WITH UL923 DI1 jl CARPET 16 SUBFLOOR AND FLOOR TRUSSES 'f&C MATER BEDROOM FINISHED TEXTURED COATING PER BUILDERS n 3/4" SUB -FLOOR ON PRE-ENCINEEREU CARPET I I 52 I I 4,62„ I 0 52° 4'-102 4'-83- 2" 1 MANUFACTURER. (SEE STRUCTURAL ENGINEERS I wyi X NAILING SCHEDULE) PROVIDE DRAFT STOPPING PROV15E: v 21 <� i� 1000 S.F. BRACING IN ACCORDANCE L --- ----- PAN UNDER\ BARRIER PER ASTM C 1063 & APPROVED EVERY WASHER r - - LAU RY DR ER BOX -L �rNF.A. - - IX H E R ,- - - -, II OPT. UOPTRS UNDERLAY UNDER RESILIENT AND WOOD -1 „510 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING zIIW.I.0 0 AZcc Q HH Q -BATH �13 L EXPOSED BUILDING FACE II I 13 TILE J �5.2F, r LL 1 7 O EXTERIOR WALLS "TO HAVE A FIRE RESISTANCE LAUNDRY M il I X w L RATING OF 1 HOUR WHERE LIMITING DISTANCE TILE L Lz IS LESS THAN S-0" Z -J \� F- IN o HOUR MASONRY PARTY WALL 1 = W.I. LtHI_ d' GROUND FLOOR PARTY WALL FROM TOP OF 52" zli 3� Lf) = I� 4'-62\' --_ :5'-5" 2,_ rt„ 3'-n 3'-1 1 2» SLAB UP TO 9'-4° A.F.F TU BE2 HR RATED LIL----- k , 'I �,0„ PER UL ASSEMBLY U905. FBC TABLE 720.1(2) MAS-FER 14 5 BI -FOLD 6 EH�Aj- DN ITEM II3-1.3 ALSO APPLY WITH 721.3.1 FOR BA I H 17R EQUIVALENT THICKNESS. CONTRACTOR TO Dl v �' OAS/ TEMPERED- 00 VERIFY THAT DELIVERED BLOCK HAS CORRECT CL GLS. ENCL. RATING. PARTY WALL TO HAVE 1 1/2" P.T. L GLASS ON 42" HIGH @21).4 0; ') KNEEWALL_ BEDR W55 OM 2 REFLECTIVE INSULATION (R-4.1) 1/2" CARPET - 2 HOUR SHAFT LINER SYSTEM PARTY WALL r- 28„ HIGH fILEU LEDGE 1 6 D1 SECOND FLOUR PARTY WALL TO BE 2 FIR < _ - �I C / 21~ ..`r N0 _ I L` `60"x42" x2 "I RATED CONTINUOUS FROM TOP OF MASONRY r cv �` l OAKEF _, ,.� m FIRE WALL BELOW, TO UNDERSIDE OF ROOF O SHEAFHING. SHAFT LINER ASSEMBLY PER UL EGRESS EGRESS U373 AND INSTALLED PER MANUFACTURERS 1� W55 TEMPERED 3/Ox 5/4 3/0x5/4 SPEC. 1 GLASS ABOVE ARCH TOP ARCH TOP 1 3 TUB ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 2'-111" 3'-31" „ 4'-'10 2 K 2 3,-6„ 4 ' -9 1„ 4'-01" 4,-6111 2 2 2 DRYWALL BO FH SIDES OF STUDS. 6'-3" 13'-2" 8'-7(1" NON-BEARING PARTITIONS TO BE 2x4 1 _ 28'-0" GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED IDEC.'/"OND FLOOR PLAN - GARAGE WITH LIVING SPACE ABOVE & I//- DRYWALL /2DRYWALL 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"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMEN57ONS' ARE MEASURED FROM FACE OF CONCRETE MASONRY UN1 T. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMENT1 RODS FINISH. - FOR EXTERIOR STUD WALLS; ALL DIMENSIONS ARE MEASURED FROM IN51DE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FA CE OF STUD TO FA CF OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA CONSTRUCTION NOTES (Unless Otherwise Noted) TOTAL A/C AREA 1665 SF COVERED PORCH GARAGE UNLESS NOTED OTHERWISE (U.N.O.) ALL TOTAL AREA 2102 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE RANGE HOOD VENT (FBG -M1503] CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AND 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 J � Q FRAME WALL CONSTRUCTION (2x4) G'EMENTITIQUS FINISH O 16 SUBFLOOR AND FLOOR TRUSSES 'f&C z FINISHED TEXTURED COATING PER BUILDERS 3/4" SUB -FLOOR ON PRE-ENCINEEREU FLOOR TRUSSES BY REGISTERED TRUSS ~ SPECTIC SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS I wyi COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT 1000 S.F. BRACING IN ACCORDANCE S BARRIER PER ASTM C 1063 & APPROVED EVERY ) L J HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE L o 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 � [;= m L INSULATION, 1/2" INTERIOR DRYWALL FINISH. 1 7 O EXTERIOR WALLS "TO HAVE A FIRE RESISTANCE w V) RATING OF 1 HOUR WHERE LIMITING DISTANCE O (n IS LESS THAN S-0" v s ¢ CONCRETE BLOCK CONSTRUCTION - 2 CEMENTITIUUS FINISH2 HOUR MASONRY PARTY WALL 1 = FINISHED TEXTURE COATING PER BUILDERS 1 GROUND FLOOR PARTY WALL FROM TOP OF / SPECIFICATIONS OVER 1 /2' THICK PRIMED 3 SLAB UP TO 9'-4° A.F.F TU BE2 HR RATED COAT CEMEN TITIOUS APPLICATION, 8" NUM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM II3-1.3 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 SFIIELU REFLECTIVE INSULATION (R-4.1) 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOUR PARTY WALL TO BE 2 FIR RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF O SHEAFHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS U373 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 BO FH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EX F. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED 1" SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF 'TRUSSES BY TRUSS 2 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 1 UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE `GAN WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS j 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION in PROVIDE R38 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 F' %02.4.2 - INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED 1.) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES (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 = 5.7 Sq. Ft. p DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft, TIN 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE _v DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" I MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE O 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" - FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. 'TREAD = 10" 44" ABOVE FLUOR " MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4"2) MINIMUM WINDOW SILL HEIGHT (FBC-RG13.2) 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'-U" FINISHED FLOUR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" - - FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-8612.2) 12" FROM INSIDE EDCE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN, WINDER READ MEASURED = 6" ALL EXTERIOR DOORS 8c WINDOWS TO EXTEND TO 'THE I 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. - O MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-8612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC R311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM N SPECIFICATIONS. HANDRAILS TO TERMINATE OF 1/4" IN WIDTH TO WALL OR NEWEL POST PER FBC 00 8311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 402 COMPLIANCE OSECTION 8 WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARAFE CONDI FIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WALL & CEILING BETWEEN GARAGE AND LIVING' WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE SPACE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. GARAGE WITH LIVING SPACE ABOVE & I//- DRYWALL /2DRYWALL 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"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMEN57ONS' ARE MEASURED FROM FACE OF CONCRETE MASONRY UN1 T. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMENT1 RODS FINISH. - FOR EXTERIOR STUD WALLS; ALL DIMENSIONS ARE MEASURED FROM IN51DE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FA CE OF STUD TO FA CF OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTI TIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21B 651 SF 1014 SF TOTAL A/C AREA 1665 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2102 SF No.1 Revision LlDale By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S K [\J TFL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. U"RA DBSIGN STUDIOS INC. 2'171 Avenue Road, Suite 302, Toronto, Ont. M51M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: infoCquadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied Or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client I I I Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 51 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Drawn CHRIS BERGERUN Checked By By TF Scale 1/4"=1 1-011 Nfo. Date MAY 2013 Project No. 10025 3.1 B Elle No. 10025 ORTH21 - 6� 0 _ 0 I i� O 00 RIDGE LINE FOR ELEV. 'B' ASPHALT SHINGLES l vrr vl- vvllNuvvv o , 6" WIDE SCORED WINDOW gQ SURROUND W/ SMOOTH CEMENTITIOUS FINISH I 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL A/C FIN. GROUND FLOOR 00 FIN. GRADE REAR ELEVATOR 0 913' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. c� --------====--=-_— X - > 4" 0 7 7 I I w /Q r– AlJ REAR ELEVATOR "70x"c30 OITA9 �1OOa REAR ELEVATOR 7", _� EQ. 913' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. V-4" SIN r` I I �r —IN r - I 3/4" RECESS ELL1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1 /2 iT 2 1/2" 7 =;. 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 6" WIDE SCORED DOOR SURROUND W/ SMOOTH ".1 CEMENTITIOUS (TYP) 8:12 i r � r 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) ELECTRIC METER NICHE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 2'-4" WALKWAY ELEV. ELECTRIC METER NICHE ON GARAGE WALL A PORCH 'B' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH 6:12 6:12 2 DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 8; 12 I 1 'x6" RAISED FRIEZE 'TRIM W/ SMOOTH CEMEN'iITI0U5 FINISH (TYP) ¢ Io �X 03<r I/8" CEMENTITIOIJ., FINI.,H -.� � >; 2-20"x60" PREFORMED OVER SHEATHING �_ , L — — LOUVERED SHUTTERS (SEE DETAIL) PROVIDE CONTROL JOINT 9L \ TOP OF BLOCK WALL EGF.. Jj LE -F. -s 1»x6" RAISED SILL W/ — SMOOTH CEMEN"FITIOUS I'. FINISH (TYP) n12"x"12"x1" SQUARE RAISED 1 "x6" RAISED TRIM W/ DETAIL W SMOOTH SMOOTH CEMENTITIOUS FINISH 8:12 CEMENTITIOUS FINISH (TYP.) SMOOTH FINISHED WINDOW AND=Ly DOOR SURROUND DETAIL WITH II 6" WIDE SCORED WINDOW FLAT HEADER (SEE DETAIL) r I" SURROUND W/ SMOOTH BLOCK WALL�A II CEMENTITIOUS FINISH1/2" CEMENTITIOUS FINISH OVER 0 EIED 1EIE] A (GROUND FLUOR TYP.) LI 5"x3" PREFORMED STUCCO M1 min 111112 n IT "I _ WATER TABLE (SEE DETAIL) \ II� li 6" WIDE SCORED DOOR 212 FM � SURROUND W/ SMOOTH PRECAST STUCK -ON �� � CEMEN FI FIOIJ., (TYP) STONE VENEER- 111fl M n LH 0 'B' FRONT ELEVATION '139 TOTAL CLASS AREA ON FRONT ELEVATION = 70.57 SQ. FT. 1 40" HIGH KNEEWALL 7", _� EQ. EQ. W/ PAINTED WOOD I CAP --------====--=-_— -- - > 4" 7 7 I I w /Q r– AlJ m / J / TYPE" / 6'-8" MIN. / / / ' SLOPED HEADROOM / UNDER STA R4 / CEILING /// 40" HIGH SLOPED KNEE WALL W/ PTD. -6 ' s E]❑ PINE CAP r F_ __J � -_J VARIES r- J +I ` / J / SLOPED olo 7" �A SCALE 2:1 CJ Lr �/ DOOR i 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER V-4" SIN r` I I �r —IN r - I 3/4" RECESS ELL1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1 /2 iT 2 1/2" 7 =;. 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 6" WIDE SCORED DOOR SURROUND W/ SMOOTH ".1 CEMENTITIOUS (TYP) 8:12 i r � r 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) ELECTRIC METER NICHE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 2'-4" WALKWAY ELEV. ELECTRIC METER NICHE ON GARAGE WALL A PORCH 'B' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH 6:12 6:12 2 DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 8; 12 I 1 'x6" RAISED FRIEZE 'TRIM W/ SMOOTH CEMEN'iITI0U5 FINISH (TYP) ¢ Io �X 03<r I/8" CEMENTITIOIJ., FINI.,H -.� � >; 2-20"x60" PREFORMED OVER SHEATHING �_ , L — — LOUVERED SHUTTERS (SEE DETAIL) PROVIDE CONTROL JOINT 9L \ TOP OF BLOCK WALL EGF.. Jj LE -F. -s 1»x6" RAISED SILL W/ — SMOOTH CEMEN"FITIOUS I'. FINISH (TYP) n12"x"12"x1" SQUARE RAISED 1 "x6" RAISED TRIM W/ DETAIL W SMOOTH SMOOTH CEMENTITIOUS FINISH 8:12 CEMENTITIOUS FINISH (TYP.) SMOOTH FINISHED WINDOW AND=Ly DOOR SURROUND DETAIL WITH II 6" WIDE SCORED WINDOW FLAT HEADER (SEE DETAIL) r I" SURROUND W/ SMOOTH BLOCK WALL�A II CEMENTITIOUS FINISH1/2" CEMENTITIOUS FINISH OVER 0 EIED 1EIE] A (GROUND FLUOR TYP.) LI 5"x3" PREFORMED STUCCO M1 min 111112 n IT "I _ WATER TABLE (SEE DETAIL) \ II� li 6" WIDE SCORED DOOR 212 FM � SURROUND W/ SMOOTH PRECAST STUCK -ON �� � CEMEN FI FIOIJ., (TYP) STONE VENEER- 111fl M n LH 0 'B' FRONT ELEVATION '139 TOTAL CLASS AREA ON FRONT ELEVATION = 70.57 SQ. FT. 1 40" HIGH KNEEWALL W/ PAINTED WOOD I I I I CAP --------====--=-_— -- 7 7 I I / /Q r– AlJ m / J / TYPE" / 6'-8" MIN. / / / ' SLOPED HEADROOM / UNDER STA R4 / CEILING /// 40" HIGH SLOPED KNEE WALL W/ PTD. -6 ' s E]❑ PINE CAP r F_ __J � -_J r- J +I ` / J / SLOPED olo UX Jr / r / CEILING (`xE2' 0 Lr �/ DOOR i DOOR„ ELECTRIC METER NICHE B FOYER ZSTAIRWELL .,LOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR THICK CMV STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 'DIA. CONDUIT TO 17 RISERS Co) 7 9/16" EACH= 10'-8 3/4" JN THROUGH CMU 16 TREADS (9D 10" EACH OLLOW CORE TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS i co No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E STFL: k,34 1) 288-6274 er N EMAIL: infoCait-f-des!gn,com building design services Contractor must verify all dimensions on the job and report any I discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. o All drawings andspecifications are instruments of service and � �7 the copyright property of the designer and must be returned upon request. UADRA D6s[c[v STUDIOS INC. 2,171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6:334 fax: (416) 322-7294 email: Info@quadradeslgnstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client � I � Project NameLOCH LAKE PH 3 SAL p� NFORD, F ORTH21 ELEVATION 'B' LOT 51 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION Drawn CHRIS BERGERON Checked By By TF Scale 1/4"=1 I -01T Sheet N o. Date MAY 2013 Project No. 10025 3.2B No. 10025_ORTH21 0 BUILDING SECT Ofd SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES <6" RAISED TRIM W/ HMENTITIOUS FINISH No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and rnust be returned upon request. u DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302,-rcronto, Ont. M5M 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: info _quadradesignstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client A 1 Proj Name" LOCH LADE PH 3 e SANFORD, FL ORTH21 ELEVATION 'B' LOT 51 Copyright & Copy; © 2009 Quadra Design Studios Inc. sheet -title BUILDING SECTION Drawn I Checked R„ CHRIS BERGERON P„ TF Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 3.3B Noe 10025_ORTH21 A/C CONDENSER DISCONNECTS 7rOA GROUND FLOOR ELECTRICAL PLAN C/L ELECTRICAL LEGEND ( 3" MAX. BBETWEEN \� �// STD. LIGHT FIXTURE TRIM AND SWITCH BRACE & PRE -WIRED FOR FUTURE CEILING FAN J s Q CV U I CL HE TYPICAL LIGHT SWITCH SECOND FLOOR ELECTRICAL PIAN �l CAPPED ROUGH -IN CEILING MOUNTED LIGHT IV LIGHT FIXTURE Y (CEILING MOUNTED) 4 PULL CHAIN LIGHT FIXTURE J IIJ- (CEILING MOUNTED) �e WATER PROOF J (SHOWER RECESSED LIGHT) VAPOR PROOF `le J (BATHRM. CEILING MOUNTED) RECE55ED CANNED LIGHT $ (CEILING MOUNTED) C FLUORESCENT LIGHT (CEILING MOUNTED) MOUNTED) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) - (12" HIGH) EXHAUST FAN. REFER CONSTRUCTION NOTE 9 0 (12" HIGH) JACK CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE yg, a THERMOSTAT JAR LAMP f—❑ PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) S SPEAKER WIRE FLOOD LIGHT �- SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FB(' 2010, R313) NSA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNDS. SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. MC) CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS. G�MBINATION SMOKE ALARM .G CARBON MONOXIDE DEEQ (_TQR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIUE DETECTORS ARE MET. ELECTRICAL NOTES 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUsr FANS SHALL BE VENTED -THROUGH THE ROOF OR EXTERIOR WALL. 4) DRYER VENTS SHALL BE VENTED -THROUGH THE ROOF OR THROUGH EXTERIOR WALL. (DO Nor VENT WITHIN 10'-0' OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING I EGFNl1 _ Q�I�/ I TRANSFER VENT _ 3" PLUMBING (TOILET) / �—J 2" PLUMBING DRAIN r- — (BATH, SHOWER, SINK) I �P/ I CEILING RETURN AIR VENT IC -1 SUPPLY OUTLET _ J �\ MAIN SUPPLY AIR FLEX = - — RETURN AIR VENT ON WALL DUC �\ 1 MAIN RETURN AIR FLEX I REDUCTION BOX `y DUCT F7 FLEX SUPPLY DUCT (\ LI I\ TRIANGLE / END BOX / / REDUCER V EXHAUST FOR GAS FUELED AIRr__ EXHAUST FOR DRYER OR STOVE -L HANDLER OR HWT -- HOOD AS NOTED MFCHANICAL & PLUMBING 1) PLUMBING SHALL COMPLY WITH FUC 2007 PLUMBING CODE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED 10 NOT EXCEED A MAXIMUM TEMPERATURE OF 120F (49'C) IN ACCORDANCE WITH FBC-P2708.3 4) CLEANOUT5 SHALL BE PROVIDED ® BASE OF STACK & 0 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER ro H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP —� PANEL 150 MP 2/0 ALUMINU DI C. SERVICE CABLE GENERAL ELECTRICAL N 0TES: 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDER G`ROUND ELEC. Ro I S A E R, No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (32 1) 288-6274 building design services EMAIL: info@14-design.rxim Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service arid the copyright property of the designer and must be returned upon request. VADRA_ DESIGN S'I'UUIC7S INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: Info@quadradesignstudios.conT Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client � a Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 51 Copyright & Copy; CU 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES N 1 Cawn HRIS BERGERON checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project 10025 3 B No. No. 10025_ORTH21 2 WAY BITCH (50" HIGH TO CA) `3 3 WAY SWITCH (50" HIGH TO CA) 4 4 WAY SWITCH (50" HIGH TO CA) J DIMMER SWITCH (50" HIGH TO CA) 11 OV OUTLET (16" HIGH TO C/L WALL -MOUNTED) $ IIOV SPLIT OUTLET -SNATCHED (16" HIGH TO C/L WALL -MOUNTED) OUTLET O� OVER COUNTERS (42" HIGH WALL -MOUNTED) IIOV OUTLET �Q WATERPROOF (EXTERIOR WALL -MOUNTED) �\ 110V OUTLET GROUND FAULT CIRCUIT INTERRUPTER $ 11 OV SINGLE OUTLET DEDICATED FOR DISHWASHER OR DISPOSER OR MICROWAVE 220V HEAVY DUTY OUTLET NO BOX ® BLOCK WALL (10" HIGH TO CA) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) - (12" HIGH) EXHAUST FAN. REFER CONSTRUCTION NOTE 9 0 (12" HIGH) JACK CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE yg, a THERMOSTAT JAR LAMP f—❑ PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) S SPEAKER WIRE FLOOD LIGHT �- SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FB(' 2010, R313) NSA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND INTERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNDS. SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. MC) CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS. G�MBINATION SMOKE ALARM .G CARBON MONOXIDE DEEQ (_TQR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIUE DETECTORS ARE MET. ELECTRICAL NOTES 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUsr FANS SHALL BE VENTED -THROUGH THE ROOF OR EXTERIOR WALL. 4) DRYER VENTS SHALL BE VENTED -THROUGH THE ROOF OR THROUGH EXTERIOR WALL. (DO Nor VENT WITHIN 10'-0' OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING I EGFNl1 _ Q�I�/ I TRANSFER VENT _ 3" PLUMBING (TOILET) / �—J 2" PLUMBING DRAIN r- — (BATH, SHOWER, SINK) I �P/ I CEILING RETURN AIR VENT IC -1 SUPPLY OUTLET _ J �\ MAIN SUPPLY AIR FLEX = - — RETURN AIR VENT ON WALL DUC �\ 1 MAIN RETURN AIR FLEX I REDUCTION BOX `y DUCT F7 FLEX SUPPLY DUCT (\ LI I\ TRIANGLE / END BOX / / REDUCER V EXHAUST FOR GAS FUELED AIRr__ EXHAUST FOR DRYER OR STOVE -L HANDLER OR HWT -- HOOD AS NOTED MFCHANICAL & PLUMBING 1) PLUMBING SHALL COMPLY WITH FUC 2007 PLUMBING CODE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED 10 NOT EXCEED A MAXIMUM TEMPERATURE OF 120F (49'C) IN ACCORDANCE WITH FBC-P2708.3 4) CLEANOUT5 SHALL BE PROVIDED ® BASE OF STACK & 0 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER ro H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP —� PANEL 150 MP 2/0 ALUMINU DI C. SERVICE CABLE GENERAL ELECTRICAL N 0TES: 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDER G`ROUND ELEC. Ro I S A E R, No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (32 1) 288-6274 building design services EMAIL: info@14-design.rxim Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service arid the copyright property of the designer and must be returned upon request. VADRA_ DESIGN S'I'UUIC7S INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: Info@quadradesignstudios.conT Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client � a Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 51 Copyright & Copy; CU 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES N 1 Cawn HRIS BERGERON checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project 10025 3 B No. No. 10025_ORTH21 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 1550 -DH 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. SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, CL- MECHANICAL ENGINEERS DRAWINGS AND w U 8'-0" 4'-112., ,> 9'- 22LLJ RANGE HOOD VENT (FBC-M1503) CO CODES AND AUTHORITIES HAVING JURISDICTION 1 J RANGE HOOD VENTED TO EXTERIOR AND w Z w U 0 F C-1 S C -D S LL_ V) Z ca J 0 U U U W U U � MANUFACTURER. (SEE STRUCTURAL ENGINEERS w M J J � 0 Z I _ _G Z Z ? (D W <r <f <t U V) z S w < w Q w a Z bi G_ w z FLANGE FLANGE = f- U O V) L OCONCRETE CF_MENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS18 U 2'-8" z Z 2 U ❑ U w J t w w F f_ = U U U R4 0 0 r L = Q 's }w rwi z L 0 0 o nz W TEMP CLASS 1 /2 FRENCH TILE T CI -0 > > INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR 9 LITE, TRANSOM / ELEV iE 52> T-11 (7 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. S1GATHERING 20 ROOF CONSTRUCTION 15 LITE, TRANSOM / ELEV 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRYWALL BOTH SIDES OF STUDS. 1D 3'-0" 8'-0" 1 a" R4 k1H4 SH BLOCK SINGLE HUNG 262" 508" 274" 50$" 9.32 NO PROTECTED) OVER SUBFASCIA. W22 1H5SH BLOCK SINGLE HUNG 262' 63" 274" 634" 11.59 NO 5 ATTIC OVER I IVINC SPACE W23 1H6 SH BLOCK SINGLE HUNG 262" 72" 274' 72" 13.25 NO 2'-8" W 5 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 1 W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO G00 W27 2450 SH FRAME SINGLE HUNG 28"60" 8'-0" 284" 604" 11.67 NO INTERIOR DOOR 9' CLG. TYP. W28 2460 SH FRAME SINGLE HUNG 28" 72" 284" 724" 14.00 NO C4� W51 24 SH BLOCK SINGLE HUNG 37" 50 37" 50" 13.01 NO 6'-8" 1 0" 25 SH BLOCK SINGLE HUNG 37" 63" 374° 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES (FBG -R612.2) \"4 2440 SH FRAME SINGLE HUNG 27" 47" 27 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO 1'-6" W57 3050 SH FRAME SINGLE HUNG 3G" 60" 364" 604" 15.UU YES MIRRO W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" '18.00 YES v W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 481" 508" 16.88 NO 2,- W92 48x63 SH BLOCK SINGLE HUNG 48" 63"484" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES COMPUTER PROGRAM W95 4040 SH FRAME SINGLE HUNG 48" 48" 484' 484" 16.00 NO RATED DOOR W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) DIMENSION & AREA NOTES SILL AND CLOS 8302.11 (4) - FOR C.M.U. WALLS, ALL DIMENSIONS r - UP 17R - r - - CONCRETE MASONRY UNIT. (EXCL UDE.S' DOOR FROM ATO HOUSE ' "T0 10 INSIDE STRAPPING W/ DRYWALL AND 6 1❑- I STORA E DOOR AND FRAME fBE GAS PROOFED. DOOR TBE EQUIPPED WITH SELF CLOSING DEVICE EXTERIOR FIN151-1 FOR SIDING OR AND WEATHERSTRIPPING. C:) 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 FBCR CODE AND AMENDMENTS, STRUCTURAL SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, CL- MECHANICAL ENGINEERS DRAWINGS AND w U 8'-0" 4'-112., ,> 9'- 22LLJ RANGE HOOD VENT (FBC-M1503) CO CODES AND AUTHORITIES HAVING JURISDICTION 1 J RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF 'THESE UNITS. THESE w U 0 > J wG1 SPEC'IFICA'rIONS APPLINCE SHALL COMPLY WITH UL923 Z ca FRAME 1!ALL C,'ON53TRlJC"PION (1 1 CEMENrITIOUS FINISH U L H J U J SPECIFICATION OVER 7/8" THICK PRIMED 3 z COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS U) 1 1 Z I EVERY 1000 S.F. BRACING IN ACCORDANCE J � 0 V)Z <r UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL = :Dw w IL w W Ld 0 C'7 ❑ FLANGE FLANGE = f- L L� V) L OCONCRETE CF_MENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS18 2 HOUR MASONRY PARTY WALL 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS COAT CEMEN rITIOUS APPLICATION, 8" NOM. A 2'-8" T-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS M 1 B 3'- 6'_8- 1 R4 STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING O 24" O.C. TEMP CLASS 1 /2 FRENCH TILE T CI 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 9 LITE, TRANSOM / ELEV _ (R-8.61) 52> T-11 3'-0" 6'-8" 1 4" R4 STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL TEMP CLASS FULL FRENCH OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 C� 16" O.C. 14'-1 » FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. S1GATHERING 20 ROOF CONSTRUCTION 15 LITE, TRANSOM / ELEV 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRYWALL BOTH SIDES OF STUDS. 1D 3'-0" 8'-0" 1 a" R4 PFLUSH GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS TEMP GLASS 1/2 FRENCH MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE BREAK AST PROTECTED) OVER SUBFASCIA. 12 LITE, TRANSOM / ELEV FLOORS BETWEEN CONDITIONED AND UNCONDITIONED SPACES APPROVED HOUSE ROOF VENTILA'iION 3' -CJ" 8'-U" 1 d" R4 _ BAR _ HALF OF REQUIRED VENTILATION AT EAVE AND HALF TEMP CLASS FULL FRENCH 5 ATTIC OVER I IVINC SPACE WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING I 18 LITE, TRANSOM / ELEV O 2'-8" 6'-8" 1 a" _I DW INTERIOR DOOR 8' CLG. TYP. R311.7.3 2I 2'-8" 8'-0" 1 I 4,. 1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES INTERIOR DOOR 9' CLG. TYP. TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-8310) 2'-6" 6'-8" 1 KITCHEN T G00 IN EVERY SLEEPING ROOM INTERIOR DOOR 8' CLG, TYP. 0 2.) "TREADS SHALL BE 2x12 SPF#2 RIPPED C5 A 2'-6" 8'-0" 1 TILE U MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED 0 2'-4" 6'-8" 1 15 F. A. INTERIOR DOOR 8' CLG. TYP. 4.) STAIR DIMENSIONS SHALL BE AS C4� 2'-4" 8'-U" 1 MIN. TREADMAXIMUM = 10 SILL HEIGHT FOR EMERGENCY ESCAPE OPENING INTERIOR DOUR 9' CLG. TYP. MAX. NOSING 1 1/4" \ 2'-0" 6'-8" 1 0" MIN. HEADROOM = 6'-8" MAX. VERTICAL RISE FOR = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, "THE LOWEST PART OF INTERIOR DOOR 8' CLG. TYP. FLIGHT OF STAIRS 5 2'-0" 8'-0" 1 MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. FOR WINDER STAIRS U 2'-2" 6'-8" 1 _J FROM INSIDE EDGE (FBG -R612.2) INTERIOR DOOR 8' CLG. TYP. MMIN IN. WINDER READ MEASURED = 6" �> 2'-2" 8'-0" 1 SURFACE OF "THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. G V-6" 6'-8" 1 g" UNDER HWT INTERIOR DOOR 8' CLG. 'TYP. C (DA 1'-6" 8'-0" 1 ©" MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A INTERIOR DOOR 9' CLG. TYP. MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 R613.8.1 ELECTIC MIN. EXTERIOR GUARD HEIGHT = 36" MIRRO -W� FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING INTERIOR DOOR 8' CLG. TYP. ' SIZE (FBC-8612.12.2) 3'-0" 8'-0" 1 4" R4 v FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM TEMP CLASS FRENCH 1 LT 0 I 0 d- J J ?- I - a. 0 0 J C� z 7) (D 9R' -n„ v t U - TOTAL A/C AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL GARAGE 389 SF CONSTRUCTION TO ADHERE TO 'THESE PLANS AND SPECIFICATIONS AND 'TO ADHERE TO THE 2010 J U FBCR CODE AND AMENDMENTS, STRUCTURAL SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, CL- MECHANICAL ENGINEERS DRAWINGS AND 2'-10" 8'-0" 4'-112., ,> 9'- 22LLJ RANGE HOOD VENT (FBC-M1503) CO CODES AND AUTHORITIES HAVING JURISDICTION 1 J RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. U 0 REQUIREMENTS ARE "TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPEC'IFICA'rIONS APPLINCE SHALL COMPLY WITH UL923 0 D FRAME 1!ALL C,'ON53TRlJC"PION (1 1 CEMENrITIOUS FINISH -UHFIOOR AND FIOOR TRUSSES , ` 16 FINISHED TEXTURED COATING PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED U J SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS U) GALV. METAL LATH w/ WATER RESISTANT 1 - EVERY 1000 S.F. BRACING IN ACCORDANCE ir.-0A_.. D yF� 2 - 2 W58 W58 UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING - O EXPOSED BUILDING FACE 17 T- � 8080 PATIO DOOR FLANGE FLANGE RATING OF i HOUR WHERE LIMITING DISTANCE \. ,. IS LESS THAN S-0" OCONCRETE CF_MENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS18 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF co 00 SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATE!) � COAT CEMEN rITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) f ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO M VERIFY THAT DELIVERED BLOCK HAS CORRECT DININGSIN RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING O 24" O.C. TILE T CI 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) 52> T-11 " '< STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL 6'-10" OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 C� 16" O.C. 14'-1 » FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. S1GATHERING 20 ROOF CONSTRUCTION ROOM 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRYWALL BOTH SIDES OF STUDS. ROOF COVERING AS SPECIFIED INSTALLED PER NON-BEARING PARTITIONS 'f0 BE 2x4 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. PFLUSH GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS CARPET`2 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE BREAK AST PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND UNCONDITIONED SPACES APPROVED HOUSE ROOF VENTILA'iION WRAP, FINISHED SOFFIT VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE _ BAR _ HALF OF REQUIRED VENTILATION AT EAVE AND HALF 5 ATTIC OVER I IVINC SPACE WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING I TILE TO BE CEMENT TILE BACKER BOARD PER FOC2007 O 8702.4.2 _I DW R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. I 4,. 1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES _ TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-8310) STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY E5CAPE WINDOW REQUIRED KITCHEN T G00 IN EVERY SLEEPING ROOM 0 2.) "TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE I DOWN AS REQUIRED CLUED AND NAILED WALK-IN TILE U MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED. PANTRY 15 F. A. 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE CT CL _0 _ _ E1 MIN. TREADMAXIMUM = 10 SILL HEIGHT FOR EMERGENCY ESCAPE OPENING L--- J�11 MAX. NOSING 1 1/4" = 44" ABOVE FLOOR PWS MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R61:3.2) MIN. HEADROOM = 6'-8" MAX. VERTICAL RISE FOR = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, "THE LOWEST PART OF FLIGHT OF STAIRS THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = T_0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING TILF MIN. WINDER "TREAD MEASURED= 10" SEALANTS AND WEATHERSTRIPPING _J FROM INSIDE EDGE (FBG -R612.2) MMIN IN. WINDER READ MEASURED = 6" r0 PROVIDEPAN ALL EXTERIOR DOORS & WINDOWS TO EXTEND 'TO THE SURFACE OF "THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 UNDER HWT C T MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 R613.8.1 ELECTIC MIN. EXTERIOR GUARD HEIGHT = 36" MIRRO -W� FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING ' SIZE (FBC-8612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE A EL v FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS TO 'TERMINATE OF 1/4" IN WIDTH 3'-� TO WALL OR NEWEL POST PER FBC 3,- 4" 3'-11" 8>_9> 2,- 0„ g x,_21., 1 23 1'_ OSECTION 8 WALLS BACKING ONTO ATTIC 402 COMPLIANCE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE FOYER SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 SKYLIGHT, RAISED COFFERED CEILING. FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS 'THE 1 10 TILE /�FIRE CONTAINED IN ENERGY GAUGE USA/FLA/RES - - COMPUTER PROGRAM WALL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE 9 SPACE IDE 45 MINUTE �jO 5/8" 'TYPE "X" DRYWALL ON CEILING OF MAIN ON THE WINDOW UNTIL FINAL ENERGY GARAGE GARAGE WITH LIVING SPACE ABOVE & 1/2" ON. RATED DOOR AND GARAGE MIN. R -I1 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE w/ RATED JAM , AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER "TO BE GAS AND FUME 'FIGHT, DIMENSION & AREA NOTES SILL AND CLOS 8302.11 (4) - FOR C.M.U. WALLS, ALL DIMENSIONS r - UP 17R - r - - CONCRETE MASONRY UNIT. (EXCL UDE.S' DOOR FROM ATO HOUSE ' "T0 10 INSIDE STRAPPING W/ DRYWALL AND 6 1❑- I STORA E DOOR AND FRAME fBE GAS PROOFED. DOOR TBE EQUIPPED WITH SELF CLOSING DEVICE EXTERIOR FIN151-1 FOR SIDING OR AND WEATHERSTRIPPING. C:) ----- OL I - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP 11 (L 1 LL a a cw (WHERE NOT EXPOSED "FO WEATHER) MAX. - - \ _ LOW _ _ - r HEAQR OM J CD RISE 7 3/4" MINIMUM TREAD lU" FACE OF EXTERIOR SHEATHING: ( (EXCLUDES 718" CEMENRTIOUS FINISH CLOTHES DRYER VENT (FBC-M]50 l) 12 �. OR SIDING) c DRYER EXHAUST VENTED TO EXTERIOR MIN. ` ` 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FUR INTERIOR STUD WALLS, ALL / - _co w DIMENSIONS ARE MEASURED FROM t DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. c L -IN 1 /. - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-138071 U ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTI ROUS FINISH, MASONRY VENEER, 5"TRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN OR ,;/DING (PER ELEVATION) AS OUTLINED _ - A51 IN AMERICAN NATIONAL STANDARDS INSULATION BACKING. INSTITUTE INC. (ANSI Z7&5 -200J) tl 4. 4.2P J\,� 16'0"x7'0" U.H. GARAGE POOR �`� SEE 2ND { FLOOR - - - 2 LINE OF CANTILEVERED �L _ - - - - - - - 2 FLOOR ABOVE V-7" 16'-0" 1'-11" 3._24,. 4,-34„ 8'-15" 1 -0 1 4.3 - 28'-0„ TYPICAL FOR ALL SHELVES & LEDGES PTU. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS do 5/8"x2" FRONT VALENCE PROVIDE 1/4"x1" PTU, DOOR STOP PERIMETER TRIM BUS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTU. PINE LEDGER BD. (OYER E3 �/ STOP & DROP GROUND FLOOR PLAN 3,_ 4,> 4 I 2'-2" I O I I C7� �- - io I I N ro IDA J N < J W U Jz0 s7 - r- S F r w = r �W 1 G L J J � m wOl� E) o co N S Q ROPOSED ELEC ETER LOC (,-,-)KITCHEN KITCHEN SCALE 2: 1 )FLUSH 40" BREAKFAST BAR SECTION 1 CENTERED OVER PATIO 1 DOUR BELOW C57 W57 EGRESS EGRESS ----------------- I� /I I � / \F-------------( x I I I 14'-21" I MASTER BEDR01 M I WPET I I I I I I I I ___ I I / OPT. 12" RAISED TRAY i1 Ik-- - - -CEILING ------ - MIRROR __- 1N 60-- - 21 BATH I TILE 4 LAUN R' ( -E-- - N DRYER BOX 0 CID 0 i OPT. UF�f ERS - 1 1 II 1 AHU D W ATTIC-� - - 'n HATCH I 0 13 30„ 00 I �2 C BI -FOLD I X I PROVIDE N 1I ,AU�IDRY PAN UNDER I- -1 TILE WASHER __ _ O cv 2-24„ _ I � BI -FO[ U� D 1 io I 00 I 0 COUNTERTOP KITCHEN CABINET SHED PANEL BEDROOM 3 CARPET W5% 4'-82 „ 4,-9„ T W-51" 2 28'-0" �0 LO 3'--62 9'-U3„ �-' TEMPERED GLASS ABOVE TU -- -- -HANGING - - - - r -IN I 21 0 I 6 "x42-"- x20 TU, W.I. I _ AKER TJ. \ CARPE =J R -K1 ` 6E,,.SS ONSHELVES HIGHEWALL_� o EMPERED > �00 4 1 ENCL.MA�TEF� w - C IT BA -FH 0� SIN 0AISI S TILE N riJ N U _I N I rn CD EDROOM 2 CARPET W5 -1" IN I cl �3 40" HIGH KNEEWALL - W/ PTD. PINE CAP IN I I 2'-12" 1'- 1'rr> 3'-112„ iv WL6 w D 17R BI -FOD if) I w r -1C<1 T_ � 1,> RAILIN( ON 1 PONY ALL �r I BED OOM 4 CARPET IN r0 N :f 4/0x5/6 ARCHTOP 4'-1 4" 4'-114" 27,-.1.1 7y-, I r� SLOPED CEILING W57 T-34„ 4,_24„ 8'-6" 1'-U SECOND FLOOR PLAN CONSTRUCTION NOTES (Unless Otherwise Notedl UNIT 22EB 707 SF 1022 SF TOTAL A/C AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL GARAGE 389 SF CONSTRUCTION TO ADHERE TO 'THESE PLANS AND SPECIFICATIONS AND 'TO ADHERE TO THE 2010 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 14 FBCR CODE AND AMENDMENTS, STRUCTURAL SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE RANGE HOOD VENT (FBC-M1503) CODES AND AUTHORITIES HAVING JURISDICTION 1 J RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE "TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPEC'IFICA'rIONS APPLINCE SHALL COMPLY WITH UL923 FRAME 1!ALL C,'ON53TRlJC"PION (1 1 CEMENrITIOUS FINISH -UHFIOOR AND FIOOR TRUSSES , ` 16 FINISHED TEXTURED COATING PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED SPECIFICATION OVER 7/8" THICK PRIMED 3 FLOOR TRUSSES BY REGISTERED TRUSS COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA 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) 813 BATT INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXPOSED BUILDING FACE 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF i HOUR WHERE LIMITING DISTANCE BLOCK CONSTRUCTION - IS LESS THAN S-0" OCONCRETE CF_MENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS18 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 RATE!) COAT CEMEN rITIOUS 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 'TREATED VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING O 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 C� 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 DRYWALL BOTH SIDES OF STUDS. ROOF COVERING AS SPECIFIED INSTALLED PER NON-BEARING PARTITIONS 'f0 BE 2x4 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. SPF#2 OR 2x6 SPF#2 0 24" O.C. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND UNCONDITIONED SPACES APPROVED HOUSE ROOF VENTILA'iION WRAP, FINISHED SOFFIT VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF 5 ATTIC OVER I IVINC SPACE WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FOC2007 O 8702.4.2 INTERIOR STAIRS -SITE BUILT FBC 20117 R311.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED 1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES TO 2x8 HEADER & P.T. 2x4 PLATE PER (FBC-8310) STRUCTURAL ENGINEERS SPECS. MINIMUM OF ONE EMERGENCY E5CAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM 0 2.) "TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE I DOWN AS REQUIRED CLUED AND NAILED WINDOW = 5.7 Sq. Ft. U MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MIN. TREADMAXIMUM = 10 SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MAX. NOSING 1 1/4" = 44" ABOVE FLOOR MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R61:3.2) MIN. HEADROOM = 6'-8" MAX. VERTICAL RISE FOR = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, "THE LOWEST PART OF FLIGHT OF STAIRS THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = T_0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING MIN. WINDER "TREAD MEASURED= 10" SEALANTS AND WEATHERSTRIPPING FROM INSIDE EDGE (FBG -R612.2) MMIN IN. WINDER READ MEASURED = 6" INSTALL APPROVED CORROSION RESISTANT FLASHING AT AT ANY POINT ALL EXTERIOR DOORS & WINDOWS TO EXTEND 'TO THE SURFACE OF "THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 7 HAND RAIL - FBC 2010 R,311.7.7 AAMA CLASS 800 OR 812. RECOMMEND 51KA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-8612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC R311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS TO 'TERMINATE OF 1/4" IN WIDTH TO WALL OR NEWEL POST PER FBC 8311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS OSECTION 8 WALLS BACKING ONTO ATTIC 402 COMPLIANCE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 SKYLIGHT, RAISED COFFERED CEILING. FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS 'THE CONTAINED IN ENERGY GAUGE USA/FLA/RES - - COMPUTER PROGRAM WALL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE 9 SPACE THE NRC LABEL PROVIDING U -VALUE & sFiGC TO O 5/8" 'TYPE "X" DRYWALL ON CEILING OF MAIN ON THE WINDOW UNTIL FINAL ENERGY r GARAGE WITH LIVING SPACE ABOVE & 1/2" ON. DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R -I1 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER "TO BE GAS AND FUME 'FIGHT, DIMENSION & AREA NOTES SEAL ALL PENETRATIONS PER 2010 FBC 8302.11 (4) - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCL UDE.S' DOOR FROM ATO HOUSE ' "T0 10 INSIDE STRAPPING W/ DRYWALL AND DOOR AND FRAME fBE GAS PROOFED. DOOR TBE EQUIPPED WITH SELF CLOSING DEVICE EXTERIOR FIN151-1 FOR SIDING OR AND WEATHERSTRIPPING. CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP 11 DIMENSIONS ARE MEASURED FROM (WHERE NOT EXPOSED "FO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD lU" FACE OF EXTERIOR SHEATHING: ( (EXCLUDES 718" CEMENRTIOUS FINISH CLOTHES DRYER VENT (FBC-M]50 l) 12 �. OR SIDING) c DRYER EXHAUST VENTED TO EXTERIOR MIN. v 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FUR INTERIOR STUD WALLS, ALL / ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM t DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. c 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-138071 MEASURED TO EXTERIOR SURFACE OF - ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTI ROUS FINISH, MASONRY VENEER, 5"TRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT, ALLOW 30" HEADROOM IN OR ,;/DING (PER ELEVATION) AS OUTLINED ATTIC AT HATCH LOCATION. (R-30) RIGID IN AMERICAN NATIONAL STANDARDS INSULATION BACKING. INSTITUTE INC. (ANSI Z7&5 -200J) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 22EB 707 SF 1022 SF TOTAL A/C AREA 1729 SF GARAGE 389 SF TOTAL AREA 2118 SF QI sk at of Cl 'p, Sr Til Dr By Sc Dz Pri Nc Fil Nc 0.1 Revision1 Date B Y CONSTRUCTION DOCUMENTS TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 D E S G N TEL. (321) 288-6274 building design services EMAIL: Info@t-f-d4'SIgn.COTn :ontractor must verify all dimensions on the job and report any iscrepancy to the designer before proceeding with the rork.Drawings are NOT to be scaled. ,II drawings and specifications are instruments of service and 1e copyright property of the designer and must be returned pon request. UADFA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 484 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesign5tudios.com iadra Design Studios Inc. retains the copyright in all drawings, plans, >tches, and all digital information. They may riot be copied or used for y other projects or purposes or distributed without the written consent Quadra Design Studios Inc. ent eCt ime LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'B' LOT 50 Copyright h Copy; (0 2009 Quadra Design Studios Inc. Beet FIRST FLOOR PLAN & NOTES awn CHRIS BERGERON ByPcked TF T11 Q_, ale 1/4"=1'-0" Sheet No. QQ,- te MAY 2013 )jest 10025 4.1B '' 10025 ORTH22E ASPHALT SHINGLES _ TOP OF PLATE TOP OF WINDOW 7/8" CEMENTrnOus_ FINISH OVER SHEATHING I C7 PROVIDE CONTROL_ I JOINT U PARTY WALL PROVIDE CONTROL JOINT_ @ TOP OF BLOCK WALL FIN. SECOND FLR. `b TOP OF WINDOW 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH CEMENTITIOUS FINISH CD 2O 1/2" CEMENTITIOUS FINISH OVER BLOCK 00 WALL FIN. GROUND FLR 00 FIN. GRADE A/C 0 X X 0 „�JE?x"dC a OITAq TOTAL CLASS 5100(] FOR 'A' & 'B'= 142.00 SQ. FT SQ. FT. SMOOTH FINISHED WINDOW AND DOOR SURROUND i > 4» 0 U) i 4„ ri i a co i LU 3» 7" 3'.4 SCALE 2:1 i 10" WIDTH Q i SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER i i vA VARIES 7" i SCALE 2:1 N F,- — 10" WIDTH i SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER i A/C 0 X X 0 „�JE?x"dC a OITAq TOTAL CLASS 5100(] FOR 'A' & 'B'= 142.00 SQ. FT SQ. FT. SMOOTH FINISHED WINDOW AND DOOR SURROUND X > 4» 0 U) 4„ ri a A/C 0 X X 0 REAR -r „�JE?x"dC L7 OITAq TOTAL CLASS 5100(] REAR -r ELEVATION L7 'B) TOTAL CLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 142.00 SQ. FT V_8" f 4"F L7 ii ■ TOTAL GLASS AREA EQ. EQ. - SQ. FT. SMOOTH FINISHED WINDOW AND DOOR SURROUND I > 4» U) 4„ a co VARIES LU 3» 7" 3'.4 SCALE 2:1 10" WIDTH Q SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER vA VARIES 7" 3",4", SCALE 2:1 N F,- — 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER VARIES 3 7" f 4"F SCALE 2:1 ii ■ TOTAL GLASS AREA EQ. EQ. SQ. FT. SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER > 4» U) W a VARIES 3» 7" 3'.4 SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER VARIES 3 7" f 4"F SCALE 2:1 ii ■ TOTAL GLASS AREA 10" WIDTH C 1 7" WIDTH SQ. FT. SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER r7 7—IN I CV O iU-) — - SIN Li N �V-2"TS� 3/4" RECESS SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS 1/27 2 .1/2" 3" 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL SURROUND W/ SMOOTH STUCCO PLASTER (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 1/2" CEMENTITIOUS FINISH - OVER BLOCK WALL (GROUND FLOOR TYP.) 5"x3" PREFORMED STUCCO - WATER TABLE (SEE DETAIL) PRECAST STUCK–ON- STONE VENEER HIM 6:12 8:12 \x� 2-18"x60" PREFORMED STUCCO LOUVERED SHUTTERS (SEE DETAIL) 6 7/8" CEMENTITIOUS �2 FINISH OVER SHEATHING "x6" RAISED SILL W/ SMOOTH CEMENTITIOUS I. . -- - FINISH (TYP) FE -1 MINE FRONT .. a ii ■ TOTAL GLASS AREA 2-18"x60" PREFORMED STUCCO LOUVERED SHUTTERS (SEE DETAIL) 6 7/8" CEMENTITIOUS �2 FINISH OVER SHEATHING "x6" RAISED SILL W/ SMOOTH CEMENTITIOUS I. . -- - FINISH (TYP) FE -1 MINE FRONT ELEVATION 'B) 'B' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. 2'-4" APOR CH H'B' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 11 THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 8:12 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL - (GROUND FLOOR TYP.) 1"x4" RAISED TRIM OVER ~— 1"x6" SCORED BAND' BOTH WITH SMOOTI-I CEMENTITIOUS FINISH 5"x3" PREFORMED STUCCO - WATER TABLE (SEE DETAIL) PRECAST STUCK–ON- STONE VENEER I Uo FLANK AGE ELEVATION 'B) TOTAL GLASS AREA ON FRONT ELEVATION = 66.04 SQ. FT. B FOYER TAIRWELL SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS U 7 9/16" EACH= 10'-8 3/4" 16 TREADS (9 10" EACH TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS No.1 Revision I Date 1 ray CONSTRUCTION DOCUMENTS TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 D E ; (; N TEL: (321) 288-ue_ building design services EMAIL: info(M-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. i AD DESIGN STUDIOS [NC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: info cDquadradesignstudios.com Quadra Design :audios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may riot be copied or used for any other projects or purposes or distributed Without the written consent of Quadra Design Studios Inc. Client 1 d Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'B' LOT 50 Copyright & Copy; a 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION DraBywn CHRIS BERGERON BYecked TF Scale1/4"=1 '-0" Sheet No. Date MAY 2013 Project No. 10025 4.2B No. 10025_ORTH22E n BUILDING SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES ;EC;TICiDI I No.l Revision I Date I By I CONSTRUCTION DOCUMENTS I TF DESIGN, INC. TM6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 U in S I er �� m building design services EMAIL: info@t-f-design.co Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instrurnents of service arid the copyright property of the designer and must be returned upon request. UADR A►. DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info a yuadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'F3' LOT 50 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION DrawnChecked CHRIS BERGERON TF Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 4.3B No 10025_ORTH22E GROUND FLOOR ELECTRICAL PLAN _LEC. ETER NG 'ED HT NH C/L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH �EC0ND FLOOR ELECTRICAL PLAN ELFCTRIQAL LErENQ \ ., \✓ / STD. LIGHT FIXTURE MOUNTED LIGHT BRACE & PRE -WIRED /Y\ FOR FUTURE CEILING FAN (CEILINC MOUNTED) 4 �-\ CAPPED ROUGH -IN CEILING 0 MOUNTED LIGHT `3 LIGHT FIXTURE (CEILINC MOUNTED) 4 PULL CHAIN LIGHT FIXTURE LTJ-' (CEILING MOUNTED) WATER PROOF (SHOWER RECESSED LIGHT) Q VAPOR PROOF -(1 (BATHRM. CEILING MOUNTED) /} RECESSED CANNED LIGHT (CEILING MOUNTED) -�D l CRESCENT LIGHT C — :FLU (CELING MOUNTED) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) �® (12" HIGH) CONSTRUCT N NOTE (D �'" (1EXHAST FAN, RFER TO2 LHICH) 'JACK -�` CEILING MOUNTED LIGHT © INTERCOM SPEAKER `T1Y- FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE 28. LL/ THERMOSTAT JAR LAMP f•—❑ PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) r-ffl DOOR DELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) U SPEAKER WIRE FLOOD LIGHT I& SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FDC 2010, 83131 SSA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND IN-TERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNDS. SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. MCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO DE WITHIN 10' OF SLEEPING ROOMS. _ COMBINATION SMOKE ALARM & CARBON MNOXIDE DETECTOR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR DOTH SMOKE ALARM & CARBON MONOXIDE DETECroRS ARE MET. ELECTRICAL NOTES 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF OR EXTERIOR WALL. 4) DRYER VENTS SHALL BE VENTED THROUGH THE ROOF OR THROUGH EXTERIOR WALL. (DO NOT VENT WITHIN 10'-0" OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING LEGEND Q\I " / I O TRANSFER VENT 3" PLUMBING (TOILET) / C - 3Qe 2" PLUMBING DRAIN F- — (RAIN, SHOWER, SINK) CEILING RETURN AIR VENT SUPPLY OUTLET r- I — J MAIN SUPPLY AIR FLEX L = - — RETURN AIR VENr ON WALL Ducr r—� �\ 1 MAIN RETURN AIR FLEX I I REDUCTION BOX Door n / FLEX SUPPLY DUCT / \ TRIANGLE / END BOX / REDUCER V -{' EXHAUST FOR GAS FUELED AIR ___ EXHAUST FOR DRYER OR STOVE C -L--- HANDLER OR HWT--- HOOD AS NOTED MECHANICAL & PLUMBING NOTES 1) PLUMBING SHALL COMPLY WITH FBC 2007 PLUMBING CODE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO DE PIPED OUTSIDE WITHOUT TRAPPING. 3) HUT WATER SUPPLED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 12U"F (40'0) IN ACCORDANCE WITH FOC-P270B.3 4) CLEANOUIS SHALL BE PROVIDED QV BASE OF STACK & V 4'-U" A.F.F. IN LAUNDRY ROOM 5) REFER TO H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND A.ITIORITIES. 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP –\ PANEL — 150 MP 2/0 ALUMINUM:;/ DI C. SERVICE CABLE 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. 3. 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM U — METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING "UDERGROUND ELEC"'. R E R_ No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL• (321) 288-6274 building design services EMAIL: info@t-f-design.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. iO DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 fax: (4'16) 322-7294 email: infoCOquadradesiynstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, Sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'B' LOT 50 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES Drawn CHRIS BERGERON Checked P"„ TF Scale1�4"-1'-011 Sheet No. Date MAY 2013 Project No. 10025 4AB No 10025_ORTH22E 2 WAY SWITCH (50' HIGH r0 C/L) `3 3 WAY SWITCH (50" HIGH TO C/L) 4 4 WAY SWITCH (50" HIGH TO C/L) DIMMER sm rcH (5U" HIGH TO C/L) _ 110V OUTLET (16" HIGH TO C/L WALL -MOUNTED) -� 110V SPLIT OUTLET -SWITCHED (16" HIGH TO C/L WALL -MOUNTED) -�D l HOV OUTLET OVER COUNTERS (42" HIGH WALL -MOUNTED) Q 110V OUTLET y WATERPROOF (EXTERIOR WALL -MOUNTED) C�\ 110V OUTLET GROUND FAULT CIRCUIT INTERRUPTER _�.. 11 OV SINGLE OUTLET DEDICATED FOR DISHWASHER OR DISPOSER OR MICROWAVE 220V HEAVY DUTY OUTLET NO BOX 0 BLOCK WALL (10" HIGH TO C/L) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) �® (12" HIGH) CONSTRUCT N NOTE (D �'" (1EXHAST FAN, RFER TO2 LHICH) 'JACK -�` CEILING MOUNTED LIGHT © INTERCOM SPEAKER `T1Y- FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE 28. LL/ THERMOSTAT JAR LAMP f•—❑ PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) r-ffl DOOR DELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) U SPEAKER WIRE FLOOD LIGHT I& SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FDC 2010, 83131 SSA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE VICINITY OF EACH BEDROOM, ON EACH ADDITIONAL STOREY CLOSE TO BOTTOM OF STAIRS CONNECTING THE FLOOR LEVEL ABOVE. ALARMS TO BE CONNECTED TO AN ELECTRICAL CIRCUIT AND IN-TERCONNECTED TO ACTIVATE ALL ALARMS IF 1 SOUNDS. SMOKE ALARM WIRED TO COMPLY WITH NFPA 72. MCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO DE WITHIN 10' OF SLEEPING ROOMS. _ COMBINATION SMOKE ALARM & CARBON MNOXIDE DETECTOR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR DOTH SMOKE ALARM & CARBON MONOXIDE DETECroRS ARE MET. ELECTRICAL NOTES 1) ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. 3) ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF OR EXTERIOR WALL. 4) DRYER VENTS SHALL BE VENTED THROUGH THE ROOF OR THROUGH EXTERIOR WALL. (DO NOT VENT WITHIN 10'-0" OF A.0 CONDENSER) SEE CONSTRUCTION HEXAGON NOTE 22. 5) THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR FIRE PROTECTION AND ELECTRICAL SYSTEMS ARE INSTALLED IN COMPLIANCE WITH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING LEGEND Q\I " / I O TRANSFER VENT 3" PLUMBING (TOILET) / C - 3Qe 2" PLUMBING DRAIN F- — (RAIN, SHOWER, SINK) CEILING RETURN AIR VENT SUPPLY OUTLET r- I — J MAIN SUPPLY AIR FLEX L = - — RETURN AIR VENr ON WALL Ducr r—� �\ 1 MAIN RETURN AIR FLEX I I REDUCTION BOX Door n / FLEX SUPPLY DUCT / \ TRIANGLE / END BOX / REDUCER V -{' EXHAUST FOR GAS FUELED AIR ___ EXHAUST FOR DRYER OR STOVE C -L--- HANDLER OR HWT--- HOOD AS NOTED MECHANICAL & PLUMBING NOTES 1) PLUMBING SHALL COMPLY WITH FBC 2007 PLUMBING CODE 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO DE PIPED OUTSIDE WITHOUT TRAPPING. 3) HUT WATER SUPPLED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 12U"F (40'0) IN ACCORDANCE WITH FOC-P270B.3 4) CLEANOUIS SHALL BE PROVIDED QV BASE OF STACK & V 4'-U" A.F.F. IN LAUNDRY ROOM 5) REFER TO H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND A.ITIORITIES. 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP –\ PANEL — 150 MP 2/0 ALUMINUM:;/ DI C. SERVICE CABLE 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. 3. 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. 2" PVC WITH (3) #2/0 THHN ALUMINUM U — METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING "UDERGROUND ELEC"'. R E R_ No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL• (321) 288-6274 building design services EMAIL: info@t-f-design.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. iO DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 fax: (4'16) 322-7294 email: infoCOquadradesiynstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, Sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'B' LOT 50 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES Drawn CHRIS BERGERON Checked P"„ TF Scale1�4"-1'-011 Sheet No. Date MAY 2013 Project No. 10025 4AB No 10025_ORTH22E 5/ MC EX A DC PE TO FIRE RE TARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA *ATTIC DETAIL -ADJACENT TO TRUSSES '1 " DENSG,LAS- ULTRA `=HAFT LINER NO MINIMUM AIR SPACE H—`=STUD W/BA-I-TEN STRIPS ,N/ 1 LAYER 5/0" TYPE DE OF TRUSS 24 BACK FIRE CAULK ALL JOINTS WOOD TRUSS 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT ROOF TRU SS =XT SHEATHING BETWEEN SYSTEM IN ATTIC; PER M1ANIJFA�;TURERS ;PEGS SEE OVERLAP WALL TOF' :AFHING FIRE CAULK 3/D2 (WHI 495-0/4.5) �- SECT ON AA THROUGH TRUSSES & SHAFT LINER 'SCALE: N.T.S. PLAN VIEW- TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT 5/8" TYPE "X" GENS GLASS MOISTURE RESISTANT EXTERIOR SHEATI-ZING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT —� PRE—FINISHED ALUMINUM SOFFIT AND FA`)CIA TO MATCH 1 LAYER 5/8" TYPE "X" DENSGLAS`=-) EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FRE RATED/ PROTECTED OVERHANG DETAIL C A L E N T S. WALL$ AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3510 GENERIC GYPSUM. WALLBOARD, WOOD $TUDS One layer 44'type pe gypsum �vallbcard or gypsum veneer base applied parallel' or of right angles to each side of 2 x 4 `:wood studs 24" n_c. with 8d coated nalls, 17fn" long,, 0-0915" shank, 'A" heads, 70 o.c. Joints staggered 24" an apposite sldes. (LOAD—SEARING) Thickness. VAR Approx, Welght: 7 psf Fire Test: UIL 88041-47, -48, 9-17-65, lJL Design U309; UL 81319-129, 7-22-70, UL Deuign U314 euni:l Tesl: tAGC 2404,10-14-70 1 HOUR ERE RATED EXTERIOR WALL ASSEMBLY (U3«9) EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/11" AIR SPACE 2" H—STUD 1" DEN` -GI A` ULTRA SHAFTLINER EXTERIOR 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 COTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING, CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. r7 U373 EXTERIOR WALL INTERSECTION D ETAI L J SC=°ALE: N.T. S. GYPSUM PANEL PRODUCT A` SPECIFIED INTERIOR WALL FRAMING 7)/4" AIR SPACE I " DENSD GLASS ULTRA SHAFTLINER GEORGIA—PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL As A SERVICE TO OUR CUSTOMERS. PLEASE OBTAINAPPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR 0IHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT [HIS DEIAJL. 1 " DEN 'GLASS ULTRA SHAFTLINER r -IN 2" H—STUD EXTERIOR WALL FRAMING — _ U373 OFFSET EXTERIOR WALL DETAIL SC.,ALF® N. T. S. 2" C—TRACK B-eax-ing Wall Raftng - HR: d4�D C:D "_,. �ry k s ----H-Q(iz0fw3L smilort i. Corterete Bloc s* - Ilaniinal 6 by -:8 by 16 in., hollo-w air solid Classif caon'r)-2 (2: hr). Anchor Concrete Products, Inc., Florida Rook Industties, hie Pike Iridttstries;Inc:, djlaf atil,con hi�teamb.. lVesthroo Concrete Block Co., Inc,., 2- mortar -,Mocks laid it , full bed of xnot-tar, nartt, /8 its: thick, of not less than -114 and not incrr� than -t/� parts of dear sI 4-1> saner to 1 part Portland cement (DroportionO'd by �frcrtuftie) and not I IQ,. -e than 81�,percent I-lyarated lime (by, ecttent v,.61 en�,el. '�?ert%cal jt %int 'stag eaed'. portland Cerxi,ent S taco or rG�yljFiau P'liaster - IU, add V2 hr. to Cl s-. ification. Attached W.661164-606 blocks:(Itern . JPoarriLed Plastic* - ( pfi.oned iyot hotvr� i x/ in, flunk ni , fa vid sheath n- attached to conn: rete blocl� (It' M, Celotex Corp. -'1),pe-rherrnw,, *Beartyng the UL Classification Nlarkir g 6" WIDE 1/2" DENSARMOR _0 PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUD AT FLOOR TRUSS TYPE C SYSTEM PER FIRE RETARDANT PLYWOOD MANUFACTURERS SPECS SEE 3/D2 (WHI 495-0743) OF CENTERLINE OF FIRE EXTERIOR FACING STUD AT ROOF TRUSS 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING STUDS `SPECS SEE 1 " DEN 'GLASS ULTRA SHAFTLINER r -IN 2" H—STUD EXTERIOR WALL FRAMING — _ U373 OFFSET EXTERIOR WALL DETAIL SC.,ALF® N. T. S. 2" C—TRACK B-eax-ing Wall Raftng - HR: d4�D C:D "_,. �ry k s ----H-Q(iz0fw3L smilort i. Corterete Bloc s* - Ilaniinal 6 by -:8 by 16 in., hollo-w air solid Classif caon'r)-2 (2: hr). Anchor Concrete Products, Inc., Florida Rook Industties, hie Pike Iridttstries;Inc:, djlaf atil,con hi�teamb.. lVesthroo Concrete Block Co., Inc,., 2- mortar -,Mocks laid it , full bed of xnot-tar, nartt, /8 its: thick, of not less than -114 and not incrr� than -t/� parts of dear sI 4-1> saner to 1 part Portland cement (DroportionO'd by �frcrtuftie) and not I IQ,. -e than 81�,percent I-lyarated lime (by, ecttent v,.61 en�,el. '�?ert%cal jt %int 'stag eaed'. portland Cerxi,ent S taco or rG�yljFiau P'liaster - IU, add V2 hr. to Cl s-. ification. Attached W.661164-606 blocks:(Itern . JPoarriLed Plastic* - ( pfi.oned iyot hotvr� i x/ in, flunk ni , fa vid sheath n- attached to conn: rete blocl� (It' M, Celotex Corp. -'1),pe-rherrnw,, *Beartyng the UL Classification Nlarkir g FIRE BLOCKING --'� = �\ \-1/1" GYPSUM CEILING I t "ALUMINUM CLIP PER MF BACK TO BACK (2) 1 " SHAFT WALL LINER C—TRACKS FIRE WALL ULA/ U373 PER MANUF'R SPECS 2x4 STUDS Cil 16" O.C. W? R 1 1 BATT I N S U L. (TYPICAL EACH SIDE) 3/4" AIR SPACEALUMINUM CLIP PER MF (TYP EACH SIDE) -= 1 1/4" DRYWALL SCREU 3/8" PAN HEAD SCREW ----5: lz —�\CCOUS-IC SEALANT FIRE BUCKING AS REQ'D 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" `=7TUD5 AT FLOOR TRUSS SYS -HEM PER MANUFACTURERS 'S'PECS SEE 3/D2 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEF'T. PIPES, �ETC SHALL BE SURFACE MOUNTED. 1 -1/2" FURRING AT PARTY WALL FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C—TRACK POWER DRIVEN FASTENER AT 24" U.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2010 ED. -1-0 GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. TYPICAL FOOTER— SEE FOUNDATION -FF{=}j{'''ITI"'�-- 11 IIIIIIIIT_Illtlll:-3 1/2" MINIMUM CONCRETE SLAG PLAN FOR SIZE & REINFORCEMENTIIIIIIIII��IIIIIII� �I_I_IIIII_I_IIIIIIII: REINFORCED WITH FIBERMESH ON 1II�lI1=1I1= VIII -III - III= 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'C = 2500 pSi IF'� � R �_� 3 7 3 P E N IE T R A T� 0 N D IE T A I L'— �� , I ��� `_� T A L I aA T E �) f�a �' � �_; 0 � � (_;,� T 0 �� 6�,� A 11N9 D DETAILS '.—SEF 'SYSTEM INFORMATION — DETAIL 1 ,2,8�-3, ON !3HEET D2 2 HR EIRE WALL DETAIL (U373) G� SCALE- N .T. . No.1 Revision Date I By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E C, I G N TEL: (321) 288-6274 building design services EMAIL: irifvOat-f design.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UAD:,A DESIUN STUDIOS INC. 2,171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 fax; (416) 322-7294 email: info roquadradesignstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may riot be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client II Project LOCH LAKE PH 3 Name SAN FO R�D�,, FL 28' 1SOI NS Copyright & Copy; © 2009 Quadra Design Studios Inc. Street FIRE SEPARATION DETAILS Title yawn CHRIS BERGERON Byecked TF Scale 1/4��=1-0" Sheet No. Date MARCH 2013 Project 10025 No. Noe 10025_DETAILS _0 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 404 EACI-1 PANELS OVER MEAL "I -I" SIDE OF CENTERLINE OF FIRE WALL STUD AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURERS `SPECS SEE 3/D2 (WHI 495-0740 .: ``---ALUN/11INUM CLIP PER \IF'R (2) 1" SHAFT WALL LINER FIRE WALL UL# 0373 ATTACH PRE-=NGINEERED R0 TIGHT INTO TO SHEATHING, O.H. SEE 2/D1 EXTEND TRU'--E ES AT 24" O.C.- .0 -INTO 7 A A FIRE BLOCKING --'� = �\ \-1/1" GYPSUM CEILING I t "ALUMINUM CLIP PER MF BACK TO BACK (2) 1 " SHAFT WALL LINER C—TRACKS FIRE WALL ULA/ U373 PER MANUF'R SPECS 2x4 STUDS Cil 16" O.C. W? R 1 1 BATT I N S U L. (TYPICAL EACH SIDE) 3/4" AIR SPACEALUMINUM CLIP PER MF (TYP EACH SIDE) -= 1 1/4" DRYWALL SCREU 3/8" PAN HEAD SCREW ----5: lz —�\CCOUS-IC SEALANT FIRE BUCKING AS REQ'D 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" `=7TUD5 AT FLOOR TRUSS SYS -HEM PER MANUFACTURERS 'S'PECS SEE 3/D2 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEF'T. PIPES, �ETC SHALL BE SURFACE MOUNTED. 1 -1/2" FURRING AT PARTY WALL FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C—TRACK POWER DRIVEN FASTENER AT 24" U.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2010 ED. -1-0 GET 4" EQUIVALENT THICKNESS (REF TBL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. TYPICAL FOOTER— SEE FOUNDATION -FF{=}j{'''ITI"'�-- 11 IIIIIIIIT_Illtlll:-3 1/2" MINIMUM CONCRETE SLAG PLAN FOR SIZE & REINFORCEMENTIIIIIIIII��IIIIIII� �I_I_IIIII_I_IIIIIIII: REINFORCED WITH FIBERMESH ON 1II�lI1=1I1= VIII -III - III= 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'C = 2500 pSi IF'� � R �_� 3 7 3 P E N IE T R A T� 0 N D IE T A I L'— �� , I ��� `_� T A L I aA T E �) f�a �' � �_; 0 � � (_;,� T 0 �� 6�,� A 11N9 D DETAILS '.—SEF 'SYSTEM INFORMATION — DETAIL 1 ,2,8�-3, ON !3HEET D2 2 HR EIRE WALL DETAIL (U373) G� SCALE- N .T. . No.1 Revision Date I By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E C, I G N TEL: (321) 288-6274 building design services EMAIL: irifvOat-f design.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UAD:,A DESIUN STUDIOS INC. 2,171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 fax; (416) 322-7294 email: info roquadradesignstudios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may riot be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client II Project LOCH LAKE PH 3 Name SAN FO R�D�,, FL 28' 1SOI NS Copyright & Copy; © 2009 Quadra Design Studios Inc. Street FIRE SEPARATION DETAILS Title yawn CHRIS BERGERON Byecked TF Scale 1/4��=1-0" Sheet No. Date MARCH 2013 Project 10025 No. Noe 10025_DETAILS DensGlass'^ Ultra Shaftliner Area Separation Walls 14L Georgia-Pacific Gypsum The Georgia-Pacific Gypsum Area Separation Wall assembly is designed for use in rnuld-family, multi -story townhouses as 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, meats all building code and provides economical m'ca! fire Protection and sound control. The Area Separation Wall .s Constructed nnre the training f i one townhouse unit is complete and prior to the construction of the adjacent unit. The assembly is constructed al. -the foundation and continues either t 1 ! tc.a e u o the underside of the protected roof sheathing or through the roof to form a parapet. fhe assembly is linked to the adjacent framing with aluirrinuin 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 - DunsGlass" Ultra Shaftliner. Components Zx4 Wood Framing 1 DPnsrlas Ultra Shaf1l' P r Panes Insulation Min, 3/4" air space between Z" Area Separation Wall and Wood Framing 2" H -Studs 24" o"c. Back-to-back C -Tracks 1/2" DonsAir for Plus4 Interior Panel Aluminum Breakaway Clip Fire 81ackin g per Cede 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 (,track and 2" alurrtinum breakaway clips, D n, lass Ultra Shaftliner panels consisttyt ofa moisture re^'st;nt rare with coated fiberglass rglass mats front and back • wtua cof paper facings like traditional shaftw,l'parPlr. DensGlass UICfa aha ftllner panels are covered bye 12 -month in-place exposure limited warranty against delamination, deterioration and decay and a 5 -year limited warranty against manufacturhigi defects. fire Testing and Building Gracie Compliance The Georgia-Pacific Gyplmrn Area Separation Wall has beer) fire tested to ASTM E 119 and CAN/ULC S-101. The Georgia-Pacific G/Rswn 2. ur h' n- t e Area Separation e arakion Wall assembly, constructed using DensGfa�„ Ultra Shakiiiier panels, `s listed by Jrad rttP ' Laboratory (UL}, Un �rwntPr, Laboratories of CL a Ja (UL�}J and Warnockrnucn H ruY InterniunaWFI /.}antmew u the requirements Of the 1000 International Btildin COr Code BL} Section tiun /Oa "Party Wa�" andd Section %05 "Fire Walls." s." The Georgia-Pacific Gypsum Area "e aratianWali assemblyi i s listed in'the U Fire Resistance, Dira u[ rY underaur UL Dw sI gn UJ -1a • tire JLr Fire Resistance Directory JL(ren•tn No. W ,,I Z d tire VI it Fite F •' t cu Dire. tarY under GP WA I1J _ 04. For r copies of these lIsu raJ , please Contact Georgia-Pacific GypBurn' TeahnicalSc vices at 1 -000 -11..,J -G1 I,j. CAUTION: Ni-prutlupt fire, safety and use information, go to gp.com/`uiletyinfp: lar ILIC.,i uformuUcn and uO.-Aea Tsuhnicul 8urvi¢e aerritie I.5l7tr.215.6111lar wvrw,9PrJYPsunxoaaa a 3 141k,, Georgia-Pacific DensGiass" Ultra Shaftliner Area Separation Walls -...._....._.. UYPsu....,«__...,_.-.._--..._.,.».,® ........:..... ...:.,.._.- ystt.in Assettiblies - -Hour Darlings Constructitir Detail Assembly Components STC Test Reference Two layers 1" DensGla%s' Ultra '^N 64 UL DESIGN U373 r 5 i T Shaftliner inserted !n H -Studs 24" o.c. ULC W31'2 i +r,MEN Min. 3/4" airspace between liner panels WHI GPAVA 120-03 tr a°r�ka d t aceat wa d or rnU i ' .� a u a training, r ALR -3 . } L89 83 TWO layers 1" DensGlass Ultra Shaftlinor 60L UL DI U373 a ^ i ,rt, -S r .S 'u rase cd !n fl utuds 2.4' o.c. Min. , 4" • r 3/ al ULC DESIGN W312 l d r ya spacerG [ of sides must bo r IItalr et - 4NHl NIA120 V , herivaen liner anels acrd atl'acuril .Basad un RAL TL09.38` ,�.. R 1 ,i Sound Tested with 2 x 4 stud wall ,i r, wittt1r 1Din S Alrter Piu„ � interior- panel nt norpanel each slue of assembly and 3-1/2" flbeigWs insulation instod space both sides. Part. Thickness: 3" 38 est. WHI 495-UY43 TT d u • 1`�r.•'' . Weight per r r , WeIJ iq. Ft.. 9.5 Two layers 1" t)ensGlass Ultra Shaftliner inserted in H -Studs 24" O.C. Motel framing coveredusing6" wide or 112 DensArmor Plus Fireguard''-' Type C Interior, Panel or 1"/2" ToughRock'"' Fireguai-0Type C gypsum board. flreakaway clip facings and height of wall differ betwpan UL Design U373 and bi/fil GP/VII 1211-04, A DensGiass"I Ultra Shaftliner Area Separation Walls Ge orglafiacific Gypsurn Installation Instructions 'File Georgia-Pacific Gypsum Area Separation raII is " onsEruvied once the framing for uni t i^ CompletePteandr 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 'I" DensGlass" Ultra Shaftliner panels used as f4ablockin0 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 Tfack a-minilnurn 3/4" from the trained will of the adjacent unit- fasten C -Track to foundation with, fasteners spaced a maximum of 24" o.c. When spocified, apply a ininimum 1/4" bead of acoustical sealant under the C -Track to.maxinrize acoustical privacy, Run the C -Track to the end of the foundation. Incase of offset units, see 15.under Special Conditions. 2. Start the wall with a vertical C=Track at one end. Install two 1" shaftiinar panels vertically with either side facinU out" into the G -Track at one end of the area separation will. install the 11 -Stud over the double beveled edges of the shaftfiner panels and cuntinue alternately until the wall has reached the opposite end'ofthe foundation. Terminate the will using a C -Track: The vertical C -Tracks at each end of the wolf should be attached in the corners to the horizontal sections of C -Track using a minimum of one 3/8" minlrium length pan head screw. Nota.' sorrro authorities may require labeling to be visible. 3. Cap the first sortion of the Area Saparation Wall with a C -Track and attach to the vertical C -Track in the corners using a minimum of one 3/8" minimum length pan head screw. 4. Breakaway clips span the rniniinurn 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 rnininlum of one g/8" minlrnunr length pan head screw and to the adjacent wood framing using a minimurn of one 'i" minimum length drywall screw. When the UL Design IJ373 Area Separation Wall assembly is specified, the breakaway clips s should be located verticallyat each fluor level (10'0" o.c.) and horizontally on every. FI -Stud 124" o.c.). When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 5'0" for the lower ZU' and every 10'0" for the upper 20'° of the well assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHi/ITS Design WHI GP1WA 120-04 Area Sepatation Wall assembly is specified, the breakaway Clips should be located vertically at each floor level (10'0" o.c.) and horizontally on every other H -stud (48" o.c.). When the total height of the Area Separation Wall exceeds 20'0", breakawaY Clips shall be installed vertically every 8`0" maximum for the lower 20'0" and every 'I QV' maximum for the upper 48'0" of the will assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each flour level as defined in Section 711.2.1 of the 2006 IBC. (boa details section). For approved fire-blucking materials, see Special Conditions, item 8. 6, To continue the wall, install a C Crack 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 spacud 24" o:c. Stagger back to back C -Track joints a rninimurn of 12". 7: f' r� I a parapet i � n " s u€ � Jeciffed sa p p 1 B Special Conditions, Item 1T for two code -Corn slant methods for installing a sum board p g OVR roof underlayment. 8. Once the 2" Area Separation W li i�° e ,t ed, construr ' on of tine adjacent interior wall framing call begin. Brea kaway clip and fire -blocking installation is identical for both side:, of the 2" Ar 'r ua Separation Wail. Aluminum Angle Clip C -Track, Cap, Edge H -Stud. 25 -Gauge or EndClosure �r r r, ,1 7" , '' s } 9 it ti a�n r � 1 �i rn k + m h / V t "1- f ff y„ rdu r. g iM 4 f t, 2^r, �a � ��• t a, k .r• ^a> S .r .W d CAUTiON: For product fire, safely and use information, go to gp.r nm/safetyinfo. 4 - Far latest mfurmatiori arid updates: Technical Semite Iludrnd 1.1N19T1 5119 or wvvw.pp}ypsuui tau Z_ ' Georgia-IF04rcific til Full Wall Fire blocking as requir ' 2 x 4 Stud framing PensGlass" Ultra Shattliner Area Intersection at roof Roof deck per COdE requirement Roof truss Alurnlnurn breakaw y Ia/. pli - - -- back-to-back C -tracks G asks 3/8" Pan head screw 1 Sealant ..-._._- -__.- a f - _ ..� 17 Drywall screw Intermediate Acoustic sealant (as required) t Joist - _.__.---------- + --1„ Dal�sGlass"`Ultra " H Jgw_ Shaftliner panels d r1- 2" C -track fastener 24" o.r,.._ __ __ Sealant, as required Foundation 7 2 HOUR OHAET WALE AOOEMBEY J (-`(-,ALE: N.T." DensGlass" Ultra Shaftliner Area Separation Walls c m Georgia-Pacific Gypsum Special Conditions 1. When e an F{-StutTdoes not align with the adjacentwood d fr minJ, insert blocking inJ Batveer wood frarnin menb and attach breakaway cls to blocking using one 1-1/4dr/wll screw to the HtuJ using a rriiriirritim of one 3/8" rnlnirrurrn lou / th J pan heats 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, aluininum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTEFiN.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 Gypsurn Area Separation Wall is non -toad bearing. The adjacent framed wall ran 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. Whun constructed using steel frill -ling, use a minimum of one 3/8" minimum length pan head screw to attach the alumi- nurn breakaway clip. 6. The support walls locatedadjacent 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 aesthatiOs.: thesewalls can be designed as Toad bearing and readily accoinfrlodate Code compliant electrical and plumbing systems. Thase systems should not impede the required 3/4" :r air space.. Apply acoustical sealant araundpenetlations for maximum acoustical privacy. 7. The required 3/4" air space can be eliminated if the metal framing is covered un both faces with 6" wide,'I/2" DensArmor Plus*,, Fireguard,d"Ilypo C or 1/2" ToughRoce Fireguard,"Type C or 5/8" "Ioughtlock FireguarclTypo X or 5/8" DonsArmor Plus Fireguard TYRo X gypsum board strips. Th J/Psun board strips are attached with 1" drywall screws spaced 12" a.c. to the maul framing. This primarily occurs inaccessible attic areas. Attic areas not accessible do not require the IJ" wide gypsum board strips,. 8. the required fireblocking between floor levels may consist of 2" nominal lumber orbrvo thicknesses of 1" nuininal lumbervvith broken lap joints ur one thickness of U19" vaad structural mtt rof panel i 1 joints to backed by 0.719" wood structural panel or one thickness of 0.75" particleboard with joints backed by 0.75" particleboard. Gypsurn board, including 1" DensGlass'` Ultra Shaftliner, and 5/8" DensArmor Plus interior panes batts or blankets of mineral wool or fiberglass or other approved materials installed in / F J fp e such a manner as to be securely retained In place shall tae permitted as an acceptable fireblock. (Sectien 717.2.1,2U06 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly call be constructed with or without a parapet. 10. At'tha intersection' of the solid 2" Area Separation Wall and the underside ofthe structural roof sheathing; cut liner panols attar angle to provide a tight fit to the structural sheathing. The 2" Area �,o eparatilnr Wall is not required to be capped using a G -Stud. Where the shaftliner panels are not tight tothe structural sheathing; apply an approved firebiucking material (see Special Conditions, 18) to both sides of the Area Separation Wall, 11. fhere are two code-rornpliant methods for installing a fire-resistant roof underlayment: the ledger strip method and the partial roof underlayment method. In the ledger strip mottled, 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 merribors. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of lite roof sheathing and flush with the top of the roufTraminy. The ledgers are attached to the roof framing and form a continuous strip. 'I he second methad is using fire treated plywood at least 4 On both sides of elle Area separation Wali. 12. Penetrations through the solid 2" Georgia-Pacific Gypsurn Area Separation Will should be protected in accordance with the 201 1 IBC Sections 705.8 and 712. For specific installation details consult UI_ category XHEZ Through -penetration Firostop Systems. 13. Size and protection of openings in the solid 2" Georgia-Pacific Gypsurn Area Separation Will shall be in accordance with the 2006 IBC, Section 705.8. When the Goargia-Pacific Gypsum Area Separation Will is designed as a Party Will ("Any wall located on a property line between adjacent buildings, which is used ed or adapted for joint service between the two b uildings") a s listed i n the 2006iBC, Section 705.1.1, openings are not permitted. 14. For specialized end-use areas, such as bathrooms,theadjacent frar eJ walls can be Coveted wittlunasicid file backer fium Georgia-Pacific in ileo of rat adela paper -faced gYPsuraboa rd or Tibor lnat- f atedinterior panels. t 1u. Anoffsct u.Curs when one unit extends P� st the, frat or trick arJEr f an ad ocelli unit. The H -studs of the Area Separation Wall arr,, t w" ed for hinging she t hinJ and cladding so planning I s required before Construction ba ins.fr r are u two ways to deal with the offset. the first option is toadjacent aur enough e so that the Area Separation tion Well and 2x4 waif can extend to the furthest most paint. SheaUiing and cladding can then be installed to the Zx4 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 tire, safety and use iuformatian,. 90 to 9p.comisatutyinio. for latest informative aid updates: Technival Salvia auilloo tawU5.5113 or wwvd.9P9yP5ara.cam . 5 DensGlass'^` Ultra Shaftliner Area Separation Walls 1461 Georgia-Poc;ific GYp m Details Attic - Adjacent to Trusses DomGlass Ultra Shaftlinor panels I` H -stud --- NO utinimtiol air space ja+rare,-„�i .. _.___._ Wood truss _...___._ 6" Wide 1/2" DensArmor PlusO' Firoguard& Type C panels of 9 ' C 1 2''�f hl rt r r �• f •` u fuck Ful ward T , , r 'Only applies if / U ) � PP es solid wall h a ces�ible. 9 J Yf If not accessible, the strips are not required. 5/8Tuughliusk Fireguard Typo X or I" DensGlass° Ulva Shaftliner panels Typiuut Roof Junction - Caulk 45mokr; tiilht joint) 1 Layer of 5/8" DensArmor Plus'r 2" x Z" ledger strips- - flooring -Roof deck Type Xgypsum panel lar as required b codes) - _ , _ r 1/2" DensArmor Plus ,gypsum panetor 1/2" ToughFUCK" gypsum board 1" DensGlass" Ultra Shaftliner panels N OTAEEAT ON OPEC E CAT ONO AND DETA Breakuway clip Fire blocking -- Inst+fation 3/4" Miniumn airspace /-4" AIR -SPACE -------- - Design No. U373 August 19, 2008 Wall Rahn � S r 2 Fir (See Itertts 14A and 40 9 r Finish Ratings - 120 Min (See Item 4) f � � 3`j r,r _-A f _7 3m AIC? $PA(:: _ f �, . r ,� 1 , r. ,, L. ,.s g 14 ARFA. _. r. L, 1, >3IIl:B. k �.J; LTi "l' �'f .td:[•+<, l .-YI t,f, J't' 1It. lT ,a4^1 „t, IA 01111-Y 1.-Y ». 5 ,A J YFi �f` M Y.. . _ r , If l f . x A � .5 1 A 4 t t ..... - 1/4" AIR '13PAC yi P(,;,1.1TnT) Tr l tt k"1:12A,f FTTIIER -__sllJE AREA SEPARATION WALL: - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall - 2.3/16 in, wide Channel shaped with I in. tong legs formed from No, 25 MFG galy steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs -- Steel members formed frorn No, 25 MSG galy steel having "H" - shaped ranges spaced 24 in. OC, overall depth 2-1/8 in. and flange vrldth 1-1/2 in, 3. Gypsum Boards - Two layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 244 In. 'widths. Vertical edges of panels friction fitted into "H" - shaped studs. GEORGIA -PACIFIC GYPSUM L L G --- Types TRSL, UGUSL PROTECTED MALL: -- (bearing or Nonbearing Wali, as Indicated in Iterns 4, 4A and 48) 4. Wood Studs - For 2 Hr, Beanngor Pontearing all Rating Nom L by 4 In., max spacing 24 m, OC. s tud; cross - braced at rnidheight where necessary for clip uttachrrrent. 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 ttern 4, not shown) -- For 7 lir. Bearing Wall Rating - Corrosion protected steel stuos,:riln No. 20 MSG (0.0329 In., rnin bare rmtal''thickness) steel or ruin 3- 1/2 in, wide, rain No, 20 GSG (0,0'36 In. r > r ` ' r„ thick) .tit k . a v � �� l t �l or No 0 M 0a0' 3 11 hr k r r I � r G S k 3 t C r .,t f rrn d shall < r n_ wt h he ) ,� ) l t p. t o a tae n' r a c t t J ( P ha ti � pCSI f > 1 sI � 4 ,. p � r+ - s cu ren 1 t of re eCr ' -`i ° P r aA1 r ted blur f C ton f c lira s� n o n- htr rn S [ f at Fv d' -teal "' tilt s b � t rr _nc n r rt I U P qt 4 G� G r e Steel, rat e A a 1 ,) t1 r t p G r h a. ,+ 4 un.f St., Instituto. All pBSI .b details Hn€lancin kh otru, tunll lq e'' r1 P k� wall a`e nbf . it r!i lr 'E I xi ! °esh n la �i9 f t g tl :, y•:;.y. S,XaQ,: r,:. i, . ,xh:• ,l .tr ,r .1f �. . r1. r r). he stupe, shill hcr:s apoJft; ii tli s el, stud cit�t her 1 qr car rrd•Sh' ;n r rrie 4: lir. _ ate. K� Y � t� ,� 4n,/ p,4td4lµ ,a, frll.nneppktf.�.r:�duit= ratsra�al,app ,�rhiq 5,4 ^'•e rrrr-f+ r,,., .- a� ,-,�.,.,+.,a"i: +, „a.N....,..: .b�-`r 'Its m „».w..,..,µ...,..,....�_,-.... r�1 �lcfes. xlioiriax stud "spac fig o(�tll rs ettiPll s sl ai (reed �2' In. fur tpds aEtWO ,ir3 Co Organ an- ceiling tracks with k/2 In. long Type S-12 steel screw on bulli stops of stods or by N4tdgtl-qr bC11I connectlon„, desluped in C. '' t P i and accordanceI t A w .in C 1_ I,,I specifications. "Pop CmJ bottwrn tra;c.ks stall Consist rth qkeeJ rtlernS, rrrirn No, 20 MSG: (0,019 In., min bare metal thickness) steel or rnin No. 2.0 GSG (0.03Fr In, thick)' gaiv steel or No. 20 M`5G (0.033• in, thick) primed a steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a hoot, ceiling, and/or other vralls. Attached to floor and ceiling assembiies wlth steel fasteners spaced not greater than 24 ln. O.C. Studs cross -braced with stud framing at n'lldheicght 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. ct, B. Steel Studs �• Ar ttalternater � . to ( , a to Item, 4 and 4A, for .awe in Configuration 13 only, not shown) -- For 2 Hr, Nonbearing Wall Rating - Channel shaped, fabricated from min 15 MSG cor osI n-piof ut d steel, m In 3-I/2 In. wide, min 1-1/4 in, Flanges and 1/4 in, return, spaced a max of 24 in. OG, Studs to be cut :l/8 to 3/4 In, less than a senrbly height Top and bottom tracks shall be channel shaped, fabricated frorn rnin 25 MSG corrosion -protected steel, mire width to accornrnodate stud size, with min 1 In..long legs, attached to floor aridceiling-with fasteners 24 in. OC nrr,<.-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. 5, Gypsurn Board - Classified or Unclassified - Min 1/2 in thick, 4 It wide, applied either horizontally or vertically, Wallboard attached to wood studs (Item 4) with 1-4/4 in-, long steel drywall nails spaced' 12' in. OC. Wallboard attached to steel studs (Item 4A or 45) with I In. long Type 5 steel screws spaced 12 In, OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail or screw heads covered with joint compound, 6. Attachment Clips - Aluminum angle, 0,062 in, thick, min 2 in. wide with rnin 2 In. and 2-1/2 In. legs, Clips secured withane''rype'S screw 3/e In. long'to "H" studs and with one "type w screw 1-1/4 In. long to wood framing or steel frandfig through holes provided In clip. Clips spaced a max of 10 It OC vertically between wood or steel framing and "H" studs for separatlon walls kip to 23 ft high, For separation walls up to 44 It high, clips spaced as described above for the upper 24 it, and the rernainnrg wall area below requires clips ,paced if Max 5 ft QC vertically between wood or steel framing and "H" studs. 7• Batts and Blankets + (Optional, not shown) -- Placed in stud cavities, any glass fiber or rnlneral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface burning Characteristics and/or Fire Resistance, Sea Batts and r3lank05 (bKNV or B7aZ) Categories for names of Classified companles. DE -UJ 3 2 C_ (-' 2 HR WALE Systerrl No. W -L-2377 F Ratings - 1 rind 2 Hr(See Ikerns 1 and 3 ct' c�; T r F.a.ln__ 1 and 2 Hr � (See. _ I _arrlr� 1 and I l d ,� _ l L - Rating at Ambient - Less that 1 CFM/ --)q Ft. L - Rating at Sao°F - aCFM/Sq F 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IH THE MANNER DESCRIBED IN IHE INDIVIDUAL 1,1300 OR 11400 SERIES WALL OR PARTITION DESIGN IN THE JL FIRE ,EoI�TAN�E DIRECTORY AS SH A_L NC_JDF_ THE FOLLOWING CONSfRUCRON FEATURES: A. STUDS' WALL FRAMING SHALL COWSIST OF EITHER WOOD STUDS OR .STEEL CHANNEL °� r' 1NEL �TUUS. WOOD �TUUS TO CONSIST OF NCM 2 BY 4 IN, LUMBER SPACED 15 IFI, OC. STEEL STUDS TO BE MIN 2-'1/2 IN, WIDE BY 3/1 N. DEEP CHANNELS SPACED MAX 24 A, OC. B. GYPSUM BOARD" - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMQER 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 MALL ASSEMBLY IN WHICH IT IS INSFALLED. 2. THROUGH PENEfRANr - ONE NONMETALLIC PIPE, CONDUIT OR TIJBINC INSTALLED EfFHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 N. (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 N. DIAM (OR SMALLER) FLOWGUARD COLDOSDR11 1 � l CPVC PIPE FOR ( USE IN CLOSED (PROCESS Of 1 � SUPPLY) f) PIPING IN U S(aTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NUM 2 IN. DIAM (OR SMALLER) BLAZEMASTERvSDR13.5 CPVC PIPE FOR USE IN - , c . E CLOSED PROCESS OR SUPPLY PIPING SYS FEMS. ( ) 3. FILL VOID OR CAVITY MATERIAL" - SEALANT - - �`r' �E L MIN 5 IN. AND 1 8 1D 1 1 IN. TFII F CK IES OF FILL MA F � EkIAL APPLIED WITHIN ANNULUS, FLUSH WITH BO FFI SURFACES OF WALL FOR '1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCA'r&I, A MIN 1/2 IN, DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE MALL/PENETRANFINTERFACE ON BOTH SURFACES OF THE WALL, HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SEALANT r_ � , . BEARING TFIE UL CLAS SIFICATIUN MARK r C -- .. JI F Reproduced by HILTI In _. �ourte^ Y of f t Und..P rNn.P^_r� Lub r > utcrl.�P� n , Inc. 7C1 , 2000 Hilts Firestop ;ayskr:rns June _. FIRE CAULK -- HILTI `;YSTEiv1 No. W -L-2377 Ur' TO 2" CPVC f DRYWALL - I -r0 SC2-H\10NF OUR ALE: Autornutic Fire Sprinklers, Inc. 0020 PENETRAT ON PROTECTION 2 HR SCALE: N .T ®S. No.1 Revision IDate By CONSTRUCTION S UCTION D OCUMENTS TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 ITI D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@-f-design.corn Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. UADBA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.conn Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Nance SANFORD, FL 28' TOWNS Copyright & Copy; CO 2009 Quadra Design Studios Inc. Sheet Title TSHAFT LINER DETAILS AND SPECS itlo DDyawn CHRIS BERGERON Byecked TF Scale 1/4tt__1t_pn Sheet No. Date MARCH 2013 Project No. 10025 D2 lilNo. 10025 -DETAILS STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT IIOUSE'WRAP AT 45^ ANGLE MOUTHED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SnEAIHINO STUD WALL INSrALL G" WIDE SELF—AUHERIrlU MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAI FLASHING MIN 1" SILL FLEXIBLE FL EMPORARILY ULD—UF' & ,EG OUSEWRAP (OR JCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 NSTALL SELF—AD MEMBRAr FLASHING NAILING HEAD FXTEND SELF—AD MEMBRAf I' MIN B FLASHIN( ALIGN FLASHING' W/ INT. EDGE Of SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI 5TAPLES) IF REC D'Y FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR, at SILL. EXTEND FLASHING FOLD HOUSEWRAP & TAPE DIAGUNAt & ACROSS HEAD WINDOW APPLY I" NOM. — :CNTIN000S BEAD OF �EALANr AT JAMBS OND HEAD u, APPLY '0 BACK OF WINDOW IAILIN0 FLANGE IN INE W/ 'RE—PUNCHED HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, (LEVEL Ar SQUARE PER MANIJFACIURERS WRITTEN INSTRUCTIONS I' WINDOW INSTALLATION AND FLASHING DETAILS ARE GONSISIENr WIIII ASTM 2112 METHOD A—I EXCEPT SELF—ADHERING MEMBRANE FLASHINGS ARE USED R IT IS THE INSTALLATION CONTACTORS RE5PONSIDILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANIS °c '-ELF—ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS W,�r 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 JAMD5 TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON—EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) .;ILL, FFRAMINIG. INTERIOR VIEW STEP 7 >� STEP 8 r� EY STEP A WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPENING FLASHING DETAIL(S) J 3CAL'E N. T. PROVIDE CONTINUOUS t6" OSB SHEATHING TO EXTEND FINISHED TEXTURE COATING PER JI 5' DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. BUILDER SPECIFICATIONS OVER PRIMED ENGINEER'S CONNECTION SCHEDULE. 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP.-11 W NOMINAL THICKNESS) Y_ )` 41, i, SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS FINISH SECOND FLOOR OSB SUDFLOOR GLUED &SCREWED j ROOF CONSIRUCIION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16- 05B SHEATHINO WITH 'H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Ed GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENIME ROOF. USE ONLY ENOUGH NAILS TO HOLD UNOERLAYMENT IN PLACE UNTIL COVERED BY — SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL DRIP AT EAVES. _ AFIIC WENIILAIIUN (FBC—R606) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:500 OF AHIC AREA W/ MIN. 504 & MAX. 6UX OF REQUIRED VEN1S TO BE LOCAIED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE, INSULATION BAFFLE UEIWEEN EACH INU55 I TOP OF BLOCK y_ A A. J\ /\ PROVIDE MIN. R19 BATT INSUL & }" DRYWALL CEIUNG / - II PROVIDE 0.002in POLYETHYLENE FILM OR $15 FELT U S OF SOFFIT BETWEEN TOP OF GONG. BLOCK & U/S OF ROOF TRUSSES ALUM. DRIP EDGE SET IN / 16" DEEP OPEN WEB FLOOR TRUSSES PER PLASTIC ft00F CEMENT BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 FLOOR TRUSS LAYOUT NAILED OVER "x1)" Ed ' BLOCKING 1'-0' REBAR W/ USP HTAI6 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE) TOP OF WINDOW L '— PROVIDE 0.002in POLYETHYLENE FILM OR X15 FELT PREFlN. ALUM. FASCIA & 9 BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES VENTED SOFFIT. PROVIDE 1' RAISED FRIEZE BD. W/ SMOOTH BOND BEAM FULLY GROUTED & REINFORCED (SEE» '-7� GEMErmnGUs FINISH (PER ELEVATION) STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & a FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT i ' SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT �5 VERTICAL REBAR IN GONG. FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT ENGINEER; DRAWINGS W/ MIN. 25' OVERLAP, TIED TO CEMENTITIOUS APPLICATION.�I.T' CONNECTIONS CEMENTITIOUS APPLICATION. CONT. ROD IN FOOTING & BOND BEAM NOMINAL THICKNESS) I" ' (}' NOMINAL THICKNESS) 9. j" PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE 1I REINFORCED CONCRETE MASONRY UNIT/ INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. j"xIJ' PRESSURE TREATED STRAPPING ® 24" O.C. (R-1.10) T -NAILED INTO BLOCK. NTERMEDIATE WALL SECT ON TYPICAL SAVE DETAIL <��CAA �: �.�..:; `=SCALE: NI,T" "® 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 ��wP SPECIFICATIONS) vPR�ES P oQF e��rvN i ALUM. DRIP EDGE SET ROOF CEMENT & NAIU j"x11" BLOCKING PREFlN. ALUM. FASCIA VENTED SOFFIT. 36' WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OEMTL. DRIP AT EAVES. _—ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CUPS & ANCHORED TO APPROVED ROOF IRUSSES 0 24-O.C. MAX. W/ dd GUN NAILS 0 6' O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BEIWEEN TUP OF GONG. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICAHONS OVER PRIMED 3 COAT- CEMENIHIOUS FINISH APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL ITICKNESS) GARAGE 8" GONG. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) I. is .. FlNISH SLAB ON GRADE J 34" POURED CONCRETE SLAB ON VAPOUR UARRII 4�FINISH GRADE CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. FODTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YP I CAL ONE STORY WALL_ S ECT O N G 1 _..;C- ALE: N.T.,";., ALUM. DRI EDGE OVER --.. R INSULATION BAFFLE J"x19" OVER 11"x5j" SPR. BETWEEN EACH TRUSS FASCIA — ATTIC TOP OF PLATE \ PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT 12' DRYWALL CEILING TOP OF WINDOWS41" 1 -0 - SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS 3 / --- - ' VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS .. �'�... - ::. .. PER FBC-RES R613.6 & R613.7.5 co �:; IN`i (ALL N" 1N1BE t. 1 "- .._ i- ''ELF—ADHERING MEMBRANE 2' PAINTED DRYWALL 12"x32" STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S FLASHING OVERLAPPING ENGINEER'S DRAWINGS) 1 5 r BATT INSUL. FILLED (R-13) DOOR FRAME " P' OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER . . CALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED ._- HOUSEWRAP. INSTALL G' WIDE -- / (4" NOMINAL THICKNESS) SELF—ADHERING I' { I MEMDItANE FLA5I IINC ' FOLD HOUSEWRAP IN5rALL DOOR PLUMU, OVERLAPPING DOOR FRAME EXTEND SE_F—ADHERING MIDI- IN AND AROUND I:( ": LEVEL AND SQUARE PER MEMBRANE FLASHING 1 JAMBS . } .. MANUFACTURERS MIN BEYOND JAMB 1WItIIIEN INSIRUCHUN5 FLASHING r. . :i �.: SET -_ THRESHOLD IN OEv� OF SEALANT.`Z SEE DOOR DETAILS FOR FINISH/TRIM DETAILS APPLY SEALANT AT CORNERS AND FRONT .. EDGE OF THRESHOLD STEP 2 STEP 3 STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT IIOUSE'WRAP AT 45^ ANGLE MOUTHED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SnEAIHINO STUD WALL INSrALL G" WIDE SELF—AUHERIrlU MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAI FLASHING MIN 1" SILL FLEXIBLE FL EMPORARILY ULD—UF' & ,EG OUSEWRAP (OR JCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 NSTALL SELF—AD MEMBRAr FLASHING NAILING HEAD FXTEND SELF—AD MEMBRAf I' MIN B FLASHIN( ALIGN FLASHING' W/ INT. EDGE Of SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAI 5TAPLES) IF REC D'Y FLASHING M INSTALL 9" WIDE FLEXIBLE MEMBR, at SILL. EXTEND FLASHING FOLD HOUSEWRAP & TAPE DIAGUNAt & ACROSS HEAD WINDOW APPLY I" NOM. — :CNTIN000S BEAD OF �EALANr AT JAMBS OND HEAD u, APPLY '0 BACK OF WINDOW IAILIN0 FLANGE IN INE W/ 'RE—PUNCHED HOLES )R SLOTS. STEP 4 INSTALL WINDOW PLUMB, (LEVEL Ar SQUARE PER MANIJFACIURERS WRITTEN INSTRUCTIONS I' WINDOW INSTALLATION AND FLASHING DETAILS ARE GONSISIENr WIIII ASTM 2112 METHOD A—I EXCEPT SELF—ADHERING MEMBRANE FLASHINGS ARE USED R IT IS THE INSTALLATION CONTACTORS RE5PONSIDILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANIS °c '-ELF—ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS W,�r 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 JAMD5 TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NON—EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) .;ILL, FFRAMINIG. INTERIOR VIEW STEP 7 >� STEP 8 r� EY STEP A WINDOW FLASHING INSTALLATION DETAILS N.T.S. OPENING FLASHING DETAIL(S) J 3CAL'E N. T. PROVIDE CONTINUOUS t6" OSB SHEATHING TO EXTEND FINISHED TEXTURE COATING PER JI 5' DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. BUILDER SPECIFICATIONS OVER PRIMED ENGINEER'S CONNECTION SCHEDULE. 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP.-11 W NOMINAL THICKNESS) Y_ )` 41, i, SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS FINISH SECOND FLOOR OSB SUDFLOOR GLUED &SCREWED j ROOF CONSIRUCIION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16- 05B SHEATHINO WITH 'H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Ed GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENIME ROOF. USE ONLY ENOUGH NAILS TO HOLD UNOERLAYMENT IN PLACE UNTIL COVERED BY — SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL DRIP AT EAVES. _ AFIIC WENIILAIIUN (FBC—R606) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:500 OF AHIC AREA W/ MIN. 504 & MAX. 6UX OF REQUIRED VEN1S TO BE LOCAIED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE, INSULATION BAFFLE UEIWEEN EACH INU55 I TOP OF BLOCK y_ A A. J\ /\ PROVIDE MIN. R19 BATT INSUL & }" DRYWALL CEIUNG / - II PROVIDE 0.002in POLYETHYLENE FILM OR $15 FELT U S OF SOFFIT BETWEEN TOP OF GONG. BLOCK & U/S OF ROOF TRUSSES ALUM. DRIP EDGE SET IN / 16" DEEP OPEN WEB FLOOR TRUSSES PER PLASTIC ft00F CEMENT BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL #5 FLOOR TRUSS LAYOUT NAILED OVER "x1)" Ed ' BLOCKING 1'-0' REBAR W/ USP HTAI6 UPLIFT STRAP EMBEDDED 7" INTO BOND BEAM. (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE) TOP OF WINDOW L '— PROVIDE 0.002in POLYETHYLENE FILM OR X15 FELT PREFlN. ALUM. FASCIA & 9 BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES VENTED SOFFIT. PROVIDE 1' RAISED FRIEZE BD. W/ SMOOTH BOND BEAM FULLY GROUTED & REINFORCED (SEE» '-7� GEMErmnGUs FINISH (PER ELEVATION) STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & a FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT i ' SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT �5 VERTICAL REBAR IN GONG. FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT ENGINEER; DRAWINGS W/ MIN. 25' OVERLAP, TIED TO CEMENTITIOUS APPLICATION.�I.T' CONNECTIONS CEMENTITIOUS APPLICATION. CONT. ROD IN FOOTING & BOND BEAM NOMINAL THICKNESS) I" ' (}' NOMINAL THICKNESS) 9. j" PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE 1I REINFORCED CONCRETE MASONRY UNIT/ INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. j"xIJ' PRESSURE TREATED STRAPPING ® 24" O.C. (R-1.10) T -NAILED INTO BLOCK. NTERMEDIATE WALL SECT ON TYPICAL SAVE DETAIL <��CAA �: �.�..:; `=SCALE: NI,T" "® 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 ��wP SPECIFICATIONS) vPR�ES P oQF e��rvN i ALUM. DRIP EDGE SET ROOF CEMENT & NAIU j"x11" BLOCKING PREFlN. ALUM. FASCIA VENTED SOFFIT. 36' WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OEMTL. DRIP AT EAVES. _—ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CUPS & ANCHORED TO APPROVED ROOF IRUSSES 0 24-O.C. MAX. W/ dd GUN NAILS 0 6' O.C. PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BEIWEEN TUP OF GONG. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICAHONS OVER PRIMED 3 COAT- CEMENIHIOUS FINISH APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL ITICKNESS) GARAGE 8" GONG. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) I. is .. FlNISH SLAB ON GRADE J 34" POURED CONCRETE SLAB ON VAPOUR UARRII 4�FINISH GRADE CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. FODTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YP I CAL ONE STORY WALL_ S ECT O N G 1 _..;C- ALE: N.T.,";., ALUM. DRI EDGE OVER --.. R INSULATION BAFFLE J"x19" OVER 11"x5j" SPR. BETWEEN EACH TRUSS FASCIA — ATTIC TOP OF PLATE \ PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT 12' DRYWALL CEILING TOP OF WINDOWS41" 1 -0 - SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS FINISH SECOND FLOOR - 16" DEEP OPEN WEB FLOOR IRUSSES PER / FLOOR TRUSS LAYOUT_ TOP OF C.M.U. WALL X - BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) I REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) I INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 G GROUND FLOOR PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o I CI 2' PAINTED DRYWALL (R-0.45) ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & �" CEMENTITIOUS J"xl j" PRESSURE TREATED STRAPPING 9 24" O.C. (R-1.10) FINISH = 9 f -NAILED INTO BLOCK. 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (° / NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS \ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER > �'. STRUCT. ENGINEER'S SPECIFICATIUNS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE R CL «' FINISH GRADE ZE a ' -��/� ' ��� ��/� ���� 1 <�1�7 — — PLASTER SKIM COAT OR y z PAINTED FOUNDATION WALL 3" CONCRETE SLAB ON 6 MIL. /'ARIEJ POLYETHYLENE VAPOR BARRIER . -, CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOIINC SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WALL SECTION No. IRevision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 LE S G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. URA. DESIGN STUDIOS INC. 2'171 Avenue Road, Suite 302, Toronto, Ont. M5M 464 tel: (416) 322-6334 fax: (416)322-7294 email: info cDquadradesignstudio5.Gom Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 1.. J1 Project LOCH LAKE PH 3 Name SAN FO RD,, {FAL 2VQQ' TOWNS Copyright & Copy; (9) 2009 Quadra Design Studios Inc. Sheet Title WALL SECTIONS AND DETAILS By CHRIS BERGERON Bye`ked TF Scale1/411_11-011 Sheet No. Date MARCH 2013 Project No. 10025 D3 FilNo. 10025—DETAILS 3 / --- - ' VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 co SECOND FLOOR �O i- 2' PAINTED DRYWALL 12"x32" STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) 5 r BATT INSUL. FILLED (R-13) P' OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER -� SD �_ . CALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED ._- HOUSEWRAP. -- / (4" NOMINAL THICKNESS) FINISH SECOND FLOOR - 16" DEEP OPEN WEB FLOOR IRUSSES PER / FLOOR TRUSS LAYOUT_ TOP OF C.M.U. WALL X - BOND BEAM FULLY GROUTED & REINFORCED (SEE TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) I REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) I INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 G GROUND FLOOR PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o I CI 2' PAINTED DRYWALL (R-0.45) ACTUAL WALL THICKNESS FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & �" CEMENTITIOUS J"xl j" PRESSURE TREATED STRAPPING 9 24" O.C. (R-1.10) FINISH = 9 f -NAILED INTO BLOCK. 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (° / NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8.61) DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS \ REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER > �'. STRUCT. ENGINEER'S SPECIFICATIUNS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE R CL «' FINISH GRADE ZE a ' -��/� ' ��� ��/� ���� 1 <�1�7 — — PLASTER SKIM COAT OR y z PAINTED FOUNDATION WALL 3" CONCRETE SLAB ON 6 MIL. /'ARIEJ POLYETHYLENE VAPOR BARRIER . -, CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOIINC SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WALL SECTION No. IRevision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 LE S G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. URA. DESIGN STUDIOS INC. 2'171 Avenue Road, Suite 302, Toronto, Ont. M5M 464 tel: (416) 322-6334 fax: (416)322-7294 email: info cDquadradesignstudio5.Gom Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client 1.. J1 Project LOCH LAKE PH 3 Name SAN FO RD,, {FAL 2VQQ' TOWNS Copyright & Copy; (9) 2009 Quadra Design Studios Inc. Sheet Title WALL SECTIONS AND DETAILS By CHRIS BERGERON Bye`ked TF Scale1/411_11-011 Sheet No. Date MARCH 2013 Project No. 10025 D3 FilNo. 10025—DETAILS UL U338 1 HOUR RATED NON-LOADBEARING PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER �" TYPE "X" GYP. BD, ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER 8" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) 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 i 00 FINISH SECOND FLOOR TOP OF C.M.U. WALL U0 I .b BCH INSULATION BAFFLE BETWEEN EACH TRUSS ,XXXX)� ATTIC PROVIDE MIN. R1y BATT INSUL. & "" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED (0309) EXTERIOR EIRE WALL SEE SHEET SD6 a" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS 0 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL, FILLED (R-13) 8" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL, LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. ($" NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR JR�USSES FLOOR TRUSS LAYOUT BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST GONG. LINTEL FULLY GROUTED W/ CONT. #5 HORIZONTAL REBAR (SEE STRUCT, ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION _ CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER 17 STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE �"E,'� X I 4 - �- FINISH GRADE Q00 PLASTER SKIM COAT OR PAINTED FOUNDATION WALL \y 32 CONCRETE SLAB ON 6 MIL. Al < POLYETHYLENE VAPOR BARRIER ARIE. CLEAN COMPACTED, TERMITE TREATED FILL. POURED GONG. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXTERIOR WALL SECTION (TYP) SCALE-. N.-F.S. WOOD TRUSSES, GYPSUM WALLBOARD Base layer a/e" type X gypsum wallboard applied at right angles to wood root trusses 24" o.c. with 11/4" Type W or S drywall screws 24" o.c. Face layer a/li' type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/B" 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 Vito wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. UL DETAILS Approx. Ceiling Weight: 5 per Fire Test: FM FC 172, 2.25.72; ITS, 8-6-98 I� tsi�n t'�'u U �f11 Finish Rating ting - 66 Min., Jilt'P 0.C<I, I 161U ,kTs fl1restopped tisher. Astan attetnate nrynyinal303'x; slarface of cta °zifsed �,eneer shank diarn,, 114 in. diatn hiaads_ and r laytt attache t stud ,e r r aLl tocated over 5Lds. A l :h tial -e 1,3. r offset wlith whin Used inl,widths other than, 43.1 in; ,g, uta 'baard to %e installed horizontall} Vlkrarx steel Fraraing 401berss fitern 6) are ueed, bAse YayzBraffiched to"iuerin,R thartnels with 1 in. long'T�ype 5 bugl,I,�-head steel sera�b�s-s spaced`hin 24 in, in - long Type a bggte-hard sfteel;st;rews, -.ed ntax 92 in.. QC_ ( 6 ) UL DETAIL -H)' UL DESIGN 0338 pagn Mv. was September 15, 2010 I/onbe+rlr J or 6rrAnL Wall Hating - 1 Hit. 3 (as. Its- 2 erid IA) Roiah RaUq - Ona Layerat WeHissai d - Mln. IU Mln. Two Leyan of W allbaard - Mln. 59 Min ii Rovid ted for Canadian AppI"U--Sea Guide B)LUYZ 4. 1 2 Y I PIZONTAl 5ECIION 1. Wood Sluda - Nan 2 by 3 or 2 by 4 in., flat wive, spaced 24 In. O.C. max, creatively f rwitapped. 2. Gypeom tloarde - For nonbwMg wail ,army - Om layer of 5/0 In, thick, vypwm board aecwed to lath gas of -War. Gypsum board applied harzantally, or vaio,Wly, links spwdflvl below, with vuhucal Jolms ctina ,! an stua9, and nailed to studs and bearing plates I in. O.C. with 6d cement coated mens, 1.1/61a. long, 0.0915 In. shank dlam and 1/41n. Giem peen. A9 on alternate, No. 6 eagle ntea orywall Screws, 1-]/9 in. long, may be 9ubWtuteO forme 6d cement coated nai19. 2B. Oypeum acerae - (As an alternate W loan. 2, nut shown) -for Nu ibearli g Wall rating - Any 5/0 in, Mick gypsum panels supplied by the Clowned Compan o listed below shown Gypsum Ward* (CKNX) category. Applied horizontally or vertically and attached to studs and beoruig plates with 1-1/4 in. brig Type W coarse mreed gVia um panel steel screws spaced a max 8 In. OC, with last screw I In. rronl edge of board. When used In widths other than 48 in., gypsum board to be Installed hurizonbuly. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG M4XICO 5 A DE C V 2C. Gypsum Board' - Some as Item 213. For Beefing Wall rating - Additional layer of 5/U In. thick, 4 R wide wcllbuard coal side of assembly. Attached to studs over Inner layer 0 ht. O.C. nhax with 1-7181n. lung Type W cwrza Ua, d gypsum panel steel screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S ADE C v 2D. Gypsum Board" - (As an altamdte to Item 2, not vhown) - For Nonbeor no Wall roUng - 5/8 In. thick gypsum panels applied horizontally or vertically slid attached to study and bearing plates with 1-1/41n, long Type W coarse thread Uypsum panel steel screws spaced a max 01n. OC, with last screw 1 In. from edge of board. When used In Mullis other than 46 hr, gypsum board to W Installed huritcaLMly. AMERICAN GYPSUM CO - Types AGX-1, AG -C CERTAINTEED GYPSUM IMC - MORdc Type C or l`-ROc Tyµ: X CERTAINTEED GYPSUM CANADA INC - Pmfk" Type C or Proftoc Typo X TEMPLE-INLAND -Type IGC 2E. Gypsum Board" - Same as Vern 2D. For Bearing Wall rating - Additional layer of 5/81n. thick, 4 ft wide wallboard each side of assembly. Attached to studs over Inner layer 8 In. O.C. max with 1-7/8 In, long Type W coarse thread gypwm panel steel screws. AMERICAN GYPSUM CO - Types AGA -1, AG -C CERTAINTEED GYPSUM INC - Proltoc Type C or Proaoc Type X CERTAINTEED GYPSUM CANADA INC - PreRoc Typo C or ProRoc Type X TEMPLfi-INLAND - type TG -C 2F. Gypsum Board• - (As an alternate to Ilan 2, tot shown) - For Nmibcaring Wail rating - 5/0 In. 0d k gypsum pauoia, withverti square edges, applied either hortzuntally or cally. Gypsum panels fn Scncd to framing with 1-1/4 In. long Type w thread gypsum panel steel straws spaced a max B In. OC, with last 2 screws 1 and 4 In. hum edge of board or nolled u9 desalbed In Item 3. When used In widths of other than 40 In., gypsum boards are to be Installed horizontally. TEMPLE-INLAND - GreenGloss Type X. TEMPLE-IMLAND -Type X ComforuGuafd Sound Deadening Gypsum Board. 21. Wall and Partition Facing& and Acceeeorb&e - (As an alternate to Items 2 through 2H) - Nominal 5/8 In. thick, 4 It wide panels, applied vertically and secured as described In Rem 2 or 2A. SERIOUS MATERIALS INC - Types QuitRxk LS, QuiotRock 527 3. Ioinb and Nall Neada - Gylx inn bumd Joint* of doter layer covered with paper Lipa and Joint compound. Noll heads of outer layer covered wall Joint cunipou id. As mh alh:mele, num 3/321n. thick gypsum veneer pldalar may be applied to the entire S dA of Cl -piled veneer Uasclomd mm Joints .chadrard with paper tape. 4. Datta oral Blankets• - (Optonal) - Max 1 In. thickness glass or Inlner'nl fiber batt Insulation. See Batts and Blankera> (DZJZ) category for names of Classlrloa componln. 4A. Fiber, Sprayed- - As en alternate W batt:, and BlmhkaL^ (Item 4) - Spray applied cellulose material. The fiber Is applied with water I. c pietely, fill the enclosed cavity In accordance with the application Instructions supplied with Lha product. Nominal dry density of 3.0 V/114. Mtalnala application malhW: Ino nuar is applied with U.Y. Gr 01ter LLC Type AD300 hot melt adhesive at a naninal rate of one part adhesive to 6.6 parts fiber to compktcly ml the enclosed cavity LI accordance with the application Instuctlum suppilcd with Lha product. Nutltbhal dry density of 2.5 11,110. USG ENFIDER L L C - CocobrZ Stabilized or CotWil-FRIM (Poe Rated Material) 40. Floor, Sprayed• - As an alternate to Letts and blankets (Rem 4) and Item 4A - Spray applies cellulose, Insulation metedal. The fibar IS applied with water to interior surfaces in accordance with me application Insirvcllwne supplied with rho product. Applied to completely fill the enclosed cavity. Minimum dry density of 4,) pounds per cultic It. MU -WOOL CO INC - ("xllulux Insulation 4C. Fib-, Sprayed" - Asan alternate to Doffs and Wankel, (Iknr 4) - Spray appllt'd telluiuse fiber. Ina Id., isoppiled MITI water w completely fill the enclosed cavity In accordance calm the application Instructions supplied with the product The minimum dry density shall ta 4.30IWN INTERNATIONAL CELLULOSE CORP - C.1ber. RL ung me UL ClasslR[atlon Mark UL DETAI�J UL DETAILS REPRINTED wi-n-I PERMISSION FROM UNDERWRITERS LADORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH 1 HOUR RATED GA FILE NO, RC2GO2 2 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING ON PORCH CEILING CONCRETE LINTEL AT PORCH BEAM - SEE LINTEL PLAN ON STRUCTURAL SHEETS FOR ACTUAL SIZE PORCH OVERHANG DETAIL SCALE; N.T.S. No Revision J Date I By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (32 1) 288-6274 D E S er N EMAIL: infoCobt-f-design.com building design services Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and [Trust be returned upon request. RA DESIGN S INC. 2'171 Avenue (load, Suite 302, Toronto, Ont. M5M 4B4 tel: (416)322-6334 fax: (416) 322-7294 email: info(gquadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent Of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL 28' TOW N9S Copyright & Copy; U 2009 Quadra Design Studios Inc. Sheet Title FIREWALL DETAILS AND INFO Drawn CHRIS BERGERON Byecked TF D Y Scale1/^11_11_011 Sheet } - No. Date MARCH 2013 Project No. 10025 D4 N'o. 10025 -DETAILS .0 1; DESIGN CRITERIA AND LOADS in Buddc 1 Code +18.7 -20.4 2010 Florida Building and Residential Codes 101 - 200 ft2 Code for Design Loads +17.7 -21.7 ANSI/ASCE 7-10 DESIGNATION ROOF LOADING ............................................... Cd = 1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD 4.0 FT (TYP) ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF 3-'/4" (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7-10, 3S GUST........................................139 MPH BASIC WIND SPEED MIN %o" CATEGORY 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG EXPOSURE CATEGORY..................................B SHIN ROOF BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD .................................. 40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD ........................ 5 PSF DEFLECTION CRITERIA NAIL OR NO. 6 x 1 %4' LONG SCREW: 4" O.C. AT EDGES, 8" O.C. IN FIELD. PLYWOOD ROOFTRUSSES .............................................. LL / 240 LL TL/180 00 LL TL MAX 1" UP TO MSTCM60 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL / 360 12 TL/240 2x6 SPF STUD, 2x6 NO.2 SPF TL MAX 3/4" NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE ZONE DESIGNATION WIND AREA IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 It, +20.9 -22.6 +20.9 -27.9 21 - 50 ft2 +19.9 -21.6 +19.9 -25.9 51 -100 ft2 +18.7 -20.4 +18.7 -23.5 101 - 200 ft2 +17.7 -19.5 +17.7 -21.7 VINYL SOFFIT MAX PRESSURE (psf) +20.9 -27.9 GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS L 1 LENGTH J J 1ST FLOOR 4.0 F) (TYP 7 END ZONE J DESIGNATION MIN 15/2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/e" 24/16 v It (EXCLUDING BRICK VENEER) INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE 0 (NOTE 8) 2ND FLOOR 4.0 FT (TYP) ENDZONE 16 X DESIGNATION TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/2" CATEGORY (32/16 SPAN RATING) , USE IOd RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE APA. 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. RESERVED. 7. RESERVED. 8. BRITTLE VENEER IS ASSUMED TO APPLY TO STUCCO AND DIRECTLY ADHERED STONE FOR FULL OR PARTIAL HEIGHT OF EXTERIOR WALL TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C. NOTES 1, 2 BEARING CONDITION & STUD TYPE WALL HEIGHT 8 FT 9 FT 10 FT 11 FT 12 FT DIAMETER LENGTH J J 0.131" 2%" J BRITTLE VENEER MIN 15/2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/e" 24/16 v It (EXCLUDING BRICK VENEER) INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE 0 (NOTE 8) FIELD. 2x4 BLOCKING IS REQUIRED AT UNSUPPORTED PANEL EDGES. I— w 16 16 X 0.148" 3-'/4" w (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 16 16 16 16 U N LE MIN %o" CATEGORY 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG SHIN ROOF DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL Q LO EDGES, 6" O.C. IN THE FIELD. (7/6" 24/16 SHEATHING MAY BE USED ON 1 -STORY ROOF) 00 12 MSTA36 �z 4" WET EMBED IN GROUTED BLOCK WALL FLOOR DECK: 23/2" T&G OSB OR PLYWOOD W/ I Od COMMON: 6" 0.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. 12 3/" PLYWOOD OR EXTERIOR SHEETROCK TO TRUSSES, RAFTERS, OR BLOCKING AT ABU44MSTAM36 PERIMETER. TYP AS NOTED ON PLAN. (SHEETROCK FASTENED w/ 5d x 1 %" COOLER PORCH CEILING BOARD: NAIL OR NO. 6 x 1 %4' LONG SCREW: 4" O.C. AT EDGES, 8" O.C. IN FIELD. PLYWOOD (NOTE 6) FASTENED w/ 8d COMMON: 3" O.C. AT EDGES, 12" O.C. IN FIELD. NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 15/2" CATEGORY (32/16 SPAN RATING) , USE IOd RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE APA. 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. RESERVED. 7. RESERVED. 8. BRITTLE VENEER IS ASSUMED TO APPLY TO STUCCO AND DIRECTLY ADHERED STONE FOR FULL OR PARTIAL HEIGHT OF EXTERIOR WALL TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C. NOTES 1, 2 BEARING CONDITION & STUD TYPE WALL HEIGHT 8 FT 9 FT 10 FT 11 FT 12 FT NOTES: 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. WALL DESIGNED AS UN -BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS RECOMMENDED FOR STUCCO VENEER, SEE TABLE 2. 4. FASTEN EXTERIOR WALL STUDS w/ (4) 8d TOE -NAILS OR (2) 16d END NAILS. TABLE 4: NAIL SIZE LEGEND NOTES 1. 2, 3, 4 DIAMETER LENGTH 8d COMMON 0.131" 2%" 8d RINGSHANK 0.113" 2x4 SPF STUD 16 12 1=/" 10d 0.131" z O 2x4 NO.2 SPF 16 16 12 0.148" 3-'/4" LL 0 (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 16 16 16 16 12 LE 2x6 SPF STUD, 2x6 NO.2 SPF (9) 10d COMMON EACH END 7/" DIA.x12" EMBED ANCHOR IN CONCRETE 0 2x4 SPF STUD 12 MSTA36 (13) 10d COMMON EACH END 4" WET EMBED IN GROUTED BLOCK WALL 00 2x4 NO.2 SPF 16 16 12 (7) 10d COMMON IN WOOD FRAMING ABU44MSTAM36 LL (4) /4" x 2'/.ti" TITEN SCREWS IN MASONRY (NOTE 6) LL 00 LL (2)2x4 NO.2 SPF, 2x5 NO.2 SPF MSTCM60 (26) 10d COMMON IN WOOD FRAMING (NOTE 6) (12" EMBED AT GARAGE DOOR RETURNS) 12 � 2x6 SPF STUD, 2x6 NO.2 SPF 16 16 16 16 (6) 10d COMMON IN BEAM NOTES: 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. WALL DESIGNED AS UN -BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS RECOMMENDED FOR STUCCO VENEER, SEE TABLE 2. 4. FASTEN EXTERIOR WALL STUDS w/ (4) 8d TOE -NAILS OR (2) 16d END NAILS. TABLE 4: NAIL SIZE LEGEND NOTES 1. 2, 3, 4 NOTES: 1. INSTALL 'I Od NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM FI667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. MASONRY NOTES TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER NOTE PRESERVATIVE DIAMETER LENGTH 8d COMMON 0.131" 2%" 8d RINGSHANK 0.113" 2 %" 10d x 1%2" 0.148" 1=/" 10d 0.131" 3" 1 Od COMMON 0.148" 3" 12d COMMON 0.148" 3-'/4" 16d SINKER 0.148" 3-'/4" 16d COMMON 0.162" 3-Y2' NOTES: 1. INSTALL 'I Od NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM FI667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. MASONRY NOTES TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER NOTE PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SILL PLATE w/ SODIUM NOT RECOMMENDED. H3 STAINLESS CONNECTORS AND BORATE (NOTE 1) FASTENERS REQUIRED. STA ...................... CONNECTORS MUST HAVE HTT4 Z -MAX, G120 OR TRIPLE ZINC ALL OTHER PT COATED FINISH. (INCLUDING ACQ & MCQ) ALL FASTENERS MUST BE HOT ST -7 ...................... DIPPED GALVANIZED. NOTES: 1. SILL PLATES BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 1. ALL MASONRY UNITS SHALL HAVE Pin = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S GROUT OVER FULL BED. EVERY OTHER COURSE SHALL BE EQUIPPED WITH 9 GAGE LADDER TYPE JOINT REINFORCEMENT. 2, ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,50OPSI. 3. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 4. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". 5. VERTICAL REINFORCING TO HAVE 10" STANDRARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING . 6. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRECAST LINTEL" DETAIL ON DOWEL AND LINTEL PLACEMENT PLAN, ST -2A. 7.' PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. TABLE 7: METAL CONNECTOR SCHEDULE IV V I GJ L, J, 4 STRUCTURAL SPECIFICATIONS ST -2 ...................... FOUNDATION PLAN DTT2Z (8) 4" x 1 %" SDS SCREWS IN STUD H3 (4) 8d IN TRUSS/RAFTER (NOTE 2) Y2 " x 6" EMBED EPDXY OR SCREW ANCHOR STA ...................... (4) 8d IN PLATE HTT4 (18) 0.162" x 2 %" IN STUD/BEAMfTRUSS, CSIB (9) 1 Od COMMON EACH END OF STRAP (NOTE 2) 5/" O x 6" EMBED ANCHOR IN CONCRETE (NOTE 1) ST -7 ...................... SECTIONS AND DETAILS (IF APPLICABLE) HTT5 (26) 0.162" x 2 %" IN STUD/BEAM/TRUSS, MTS12 (7) 10d x 1 %2" EACH END (NOTE 2) 5/" O x 6" EMBED ANCHOR IN CONCRETE (NOTE 1) 'C: t� HDQ8-SDS3 (20) SDS %4" x 3" SCREWS IN STUD GROUP MSTA24 (9) 10d COMMON EACH END 7/" DIA.x12" EMBED ANCHOR IN CONCRETE META20(7) 1 Od x 1 Y2" IN TRUSS MSTA36 (13) 10d COMMON EACH END 4" WET EMBED IN GROUTED BLOCK WALL M C) (7) 10d COMMON IN WOOD FRAMING ABU44MSTAM36 (12) 16d COMMON & 5/d" x 7" DRILL & EPDXY (4) /4" x 2'/.ti" TITEN SCREWS IN MASONRY (NOTE 6) LL ABU66 (12) 16d COMMON & 5/g" x 7" DRILL & EPDXY MSTCM60 (26) 10d COMMON IN WOOD FRAMING (NOTE 6) (12" EMBED AT GARAGE DOOR RETURNS) (14) %a" x 2 %4" TITEN SCREWS IN MASONRY HU48, HUC48, (14) 16d COMMON IN HEADER HTS20 (12) 10d x 1 %2" IN TRUSS/RAFTER HU28-2, HUC28-2 (6) 10d COMMON IN BEAM (12) 10d x 1 %" IN STUD NOTE 7 HU410, HUC410, (18) 16d COMMON IN HEADER HTSM20 (10) 10d COMMON IN TRUSS/RAFTER HU210-2, HUC210-2 (10) 10d COMMON IN BEAM (4) %4" x 2 %4" TITEN SCREWS IN MASONRY NOTE 7 (4) SDS %4' x 1 %2" SCREWS IN TRUSS/RAFTER H2.5T (5) 8d x 1 %" IN TRUSS HGA10KT (4) SDS /a x 3" SCREWS IN TOP PLATE (5) 8d x 1 / IN TOP PLATE (4) SDS %4" x 1 %2" SCREWS IN TRUSS/RAFTER HS (5) 1 Od x 1 %' IN TRUSS HGAMIOKTA X „ 3 , (4) x 2 /a' TITEN SCREWS IN MASONRY /a (5) 10d x 1 %2" IN PLATE (9) 10d x 1 %2' IN STUD TSP (6) 1 Od x 1 %2" IN PLATE NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %4' 0 x 1 3/4" TITENS 11-016d. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. 6. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 -TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 7. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL. CONTRACTOR TO PROVIDE TERMITE PROTECTION AS PER THE FLORIDA BUILDING CODE, "BORA-CARE" IS AN ACCEPTABLE TERMITE PROTECTION. 8. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. 9. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE SHALL BE USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. EPCON G5 HIGH STRENGTH EPDXY OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE TO SLAB CONNECTIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, INA HOLE %6" GREATER THAN THE DIAMETER OF THE ANCHOR, ADHESIVE MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5. FASTEN SW, AND LOAD BEARING WALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 6. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d "TUE NAILS. 7. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. HEADER FRAMING 1. ALL HEADER JACK AND KING STUS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 1 Od COMMON @ 8 " O.C. STAGGERED. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE "TABLE 2. • ATTACH TO ALL FRAMING MEMBERS (KING STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d COMMON @ 3" O.C. • BOTTOM PLY OF DBL TOP PLATE MUST BE CONTINUOUS OVER OPENING • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL SECTION SHEET) FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 4. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d COMMON @ 8" O.C. ALONG EACH EDGE. 5. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS PER SIDE. 6. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. OPENINGS > 6' OPENINGS IN 2x4 STUD WALLS GREATER THAN 6' REQUIRE A (2)2x4 NO.2 SPF PLANK ORIENTED (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6) 12d COMMON TOE -NAILS AT EACH END. OPENINGS > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN V REQUIRE A (2)2x6 NO.2 SPF PLANK ORIENTED (20 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8) 12d COMMON TOE -NAILS AT EACH END. SHEETINDEX ST -1 ...................... STRUCTURAL SPECIFICATIONS ST -2 ...................... FOUNDATION PLAN ST -2A ................... DOWEL PLACEMENT PLAN ST -3 ......................1 ST LEVEL STRUCTURAL PLAN ST-3A.....................I ST LEVEL ROOF FRAMING PLAN STA ...................... 2ND LEVEL STRUCTURAL PLAN (IF APPLICABLE) ST-4A....................2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) ST-5.......................TYPICAL WALL SECTION SHEET ST -6 ...................... SECTIONS AND DETAILS ST -7 ...................... SECTIONS AND DETAILS (IF APPLICABLE) I FrFNI-) UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 'l 3/4" WIDE, UNO. (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS %" ANCHOR (9 48" O.C. (UNO ON FRAMING PLAN OR SW SPECIFICATIONS) STRUCTURAL WOOD BEAM A FOUNDATION KEYNOTE CALLOUT STUD COLUMN KEYNOTE CALLOUT NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 2 STUDS LU u) ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN DTT2Z c9 BOTTOM OF STUD COLUMN CONNECTION r • 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. • "ATC" REQUIRES 3/y" ATC WITHIN 3" OF SUPPORTED MEMBER. HEADER STRAPPING KEYNOTE CALLOUT NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD MSTA24 - TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z KING/JACK GROUP BOTTOM CONNECTION • 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP HEADER FRAMING KEYNOTE CALLOUT (2) 2.10 - 1,/ 2 NUMBER OF KING STUDS EACH SIDE OF OPENING NUMBER OF JACK STUDS EACH SIDE OF OPENING SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP UNLESS DESIGNATED AS LSL, LVL, PSL, OR WSP) NUMBER OF PLIES IN HEADER 0 N _0 U J 0 LL a N i C:) (CS LO Oq C:) i 'C: t� N N M C) J LL w J J z 0 W 0 N O � d' F_- 5 U) Q.' D 0 d CL z U) LO z 20 h ww w q ❑ Qw u,° ❑WwQz LLO U10❑LL Z FZUUIODUU)� W T` al} - w CL ?omaaaoW❑ z ww�o wwwwwm��Q U) p a m IL z W H w-1 m Z Z❑ U) z��Qt9mTwU)LO W IL z qIF m0 WIYIFIQZWgI, oq EL �❑ p w z a O U o- 0 w w i7 Q X w ILd z <xw 0000-=�0z W �zowhl-Z<Fwm-�6 w wwz xqw-qpm LL -7 Z zw W10�z❑-II❑-zuiFwZ zI}z4❑-zam❑mgw❑ z❑Oz}I,.wU, 0: l?zFI-P z ww0<mz-aAl-z3: j < w0E F 7 m q U Q Iqo}zIq❑Q�Lww�zo q - O f'zC3<I-U�❑I�waza o J O �F z3Nau�igom�z°nU J LL Z SHEET NO.: 0 ST -1 9 STRUCTURAL a- SPECIFICATIONS 0 JOB NO.: v AB1818 Q 0 SUBDIVISION: E Loch Lake J LL Q LOT NO.: z 49-46 FLOOR PLAN: o Building 11 0 Z DESIGNED: X KFC/JEF w F- REVIEWED: w DBM a Q REVISIONS DATE ..7 m 0 W z 0 w Q z U) D 0 APEX 4 TRIJICT�,f ew wl Q �► / P iF�.E. 7 7 08-06-2013 0 0 TI PRECAST LINTEL NOTES: 1. ALL PRECAST LINTELS ARE TO HAVE ONE #5 REBAR AT BOTTOM OF LINTEL 2. AREAS OF BLOCK ABOVE MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM 3. BOND BEAM TO BE CONTINUOUS THROUGH OUT INCLUDING ABOVE MASONRY OPENINGS. SEE TYPICAL WALL SECTION FOR REINFORCEMENT. 4. CONSULT FLOOR PLAN & ELEVATIONS FOR EXACT COURSE COUNT ABOVE LINTEL 5. CONSULT MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 6. UNLESS APPROVED OTHERWISE, ALL LINTELS TO HAVE MIN 4" BEARING AT EACH END. TVr73Ir'AI d0C1-`AQ'r I IK17CA LINTEL SCHEDULE CAST -CRETE, WEKIWA, OR LOTT'S CONCRETE PRODUCTS REINFORCED CONCRETE BEAM LINTELS (OR EQUIVALENT) LINTEL NO. MAX CLEAR OPENING BOND BEAM COMMENTS REINFORCEMENT 16'-0" 81`32-113/1T PRESTRESSED L-2 4'-6" 8F16 -113/1T (SEE WALL SECTION) LU 81716-1B/1T L-4 3'-0" 8F16 -113/1T L-5 o 8F16-1B/1T FILL SOLID TO = 3'-4" BOND BEAM U) LU LU U) (1) #5 CONTININUOUS IN PRECAST LINTEL 8FX-1 B/1 T PRECAST LINTEL NOTES: 1. ALL PRECAST LINTELS ARE TO HAVE ONE #5 REBAR AT BOTTOM OF LINTEL 2. AREAS OF BLOCK ABOVE MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM 3. BOND BEAM TO BE CONTINUOUS THROUGH OUT INCLUDING ABOVE MASONRY OPENINGS. SEE TYPICAL WALL SECTION FOR REINFORCEMENT. 4. CONSULT FLOOR PLAN & ELEVATIONS FOR EXACT COURSE COUNT ABOVE LINTEL 5. CONSULT MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 6. UNLESS APPROVED OTHERWISE, ALL LINTELS TO HAVE MIN 4" BEARING AT EACH END. TVr73Ir'AI d0C1-`AQ'r I IK17CA LINTEL SCHEDULE CAST -CRETE, WEKIWA, OR LOTT'S CONCRETE PRODUCTS REINFORCED CONCRETE BEAM LINTELS (OR EQUIVALENT) LINTEL NO. MAX CLEAR OPENING LINTEL DESCRIPTION COMMENTS L-1 16'-0" 81`32-113/1T PRESTRESSED L-2 4'-6" 8F16 -113/1T L-3 24" 81716-1B/1T L-4 3'-0" 8F16 -113/1T L-5 8'-0" 8F16-1B/1T L-6 3'-4" 8F16-1B/1T DOWEL AND LINTEL PLACEMENT PLAN 1/41f = if O" L. I ClIJ IJCJIVIN U I ILIL ZO h L k�kJURJG f\CIIVf Vf\VGv UVIVv UL_/-11VI /-\I I vl OF ALL MASONRY WALL CONSTRUCTION. UNLESS SPECIFICALLY NOTED ON PLAN, IT IS NOT REQUIRED TO ALIGN ADDITIONAL DOWELS / FILLED WALL CELLS BELOW BEAMS / GIRDER TRUSSES. ALL LOADS HAVE BEEN REVIEWED BY EOR AND DETERMINED TO BE ACCEPTABLE PER THE "TYPICAL WALL SECTION" ON SHEET ST -5. 3. ALL DIMENSIONS ARE APPROXIMATE, MAX SPACING OF 8'4" O.C. O O N Lq N 00 O 07 d' N N N M J U - w J J z O Y U N O d' w I-' U) F- O U Y a z O U) LO ti b - n ct ti z U) U) w Z m w w z_ (D z w O 1 LL z O O a. O U O LL U z_ } (7 O O z 2 w I- X w a } m w z O w Q z O 1-- U aU) z w w CV Cq a) 0-) Z3 60U � N -+. + CY) O LL U) � (Ci C n (U L, .ter CL 0 It x Z Fp ww a QD UI° 11WLi. 4z W Na ? FZ U]QWUNa ai-0.❑-Oma�Q3Wo 0 0. W 0 W W J p a U—❑ W ❑mIL z f—W JmzF❑ z(L0IL> uw U)U1 UIWW W H ❑ U a=❑ajavF-HEZW�� QPz�zWaZLI❑�❑❑ ❑ w a a O W J❑ a a ❑awn❑zwwzw0 w Zz4XW00 -❑-xL,❑z a -❑w Fz<pww-mw w w z xaw0aa LL Z w a w d m z z D h z o F w Z 2> z a❑ -- a ti❑❑ a W Zooa�Z'�aQ�z$zht W=0IL7WCw'J� �z0 LdLdEJV �aa�[[ W W W It ZUa1-FUM❑TQWaZ -WIW z3NILw4EO(7Hz0 SHEET NO.: ST -2A DOWEL PLACEMENT PLAN JOB NO.: AB 1818 SUBDIVISION: Loch Lake LO r NO.: 49-46 FLOOR PLAN: Building 11 DESIGNED: KFC/JEF REVIEWED: DBM REVISIONS DATE tip hY P.E. NO. 71457 08-06-2013 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. 3 • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 'I Od @ 4" O.C. STAGGERED. 2. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST-'I/S1 FOR FASTENER PROTECTION AGAINST CORROSION • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER: 2x6 ....................(4) 12d COMMON 2x8 ....................(6) 12d COMMON 2x10 ..................(8) 12d COMMON 2x12 ..................(10) 12d COMMON FLOOR FRAMING LEDGER (W/ NAILS): PT 2x6 ................(3) 16d COMMON PT 2x8 ................(5) 16d COMMON PT 2x10 ..............(7) 16d COMMON P'f 2x12 ..............(9) 16d COMMON FLOOR FRAMING LEDGER (W/ SCREWS): PT 2x6 ................(3) %" x 4-%2' LONG #14 WOOD SCREWS PT 2x8 ................(5) %" X 4-%" LONG #14 WOOD SCREWS PT' 2x10 ..............(7) %" X 4-Y2" LONG #14 WOOD SCREWS PT 2x12 ..............(9) %" X 4-%" LONG #14 WOOD SCREWS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED (2) 2x4 SPF MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON MTS16 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. FIRST LEVEL ROOF FRAMING PLAN TRUSS ENGINEERING NOTES: • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. 1 /411 = 1 1 O"� ' ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING • FLOOR TRUSSES ARE HELD IN 1" FOR SHEATHING AND STUCCO. O C7 N Ln N 00 4 O It N N N J LL W J Z O Cn Y U N Ca ,It w F -- I— O U Y ¢ n z O h L(7 r` O z U) U) W z U) m w w Z C7 z W O LL z O O a O U Q Iy 0 U_ U z_ 0 O J O Z w x w a C0 W z O w Q Z U) D O 1— U LL Q E m_, x0 z 20 a❑ 0 aZ0 �0 i Q❑ W ❑wLL. Qz W W o a? F -Z U W❑ w U W Et a>-ww zomQ�QDw❑ w w W 0 w a�mw J W a W ❑ ❑¢ ❑ M EL z "- W J m Z F° ❑a ��wwWW az❑ Za�QL7 WYwwW I" --www' W F ❑ U a Z a a a 0.� F F-� z W< L QFz °w❑zwa❑I❑° ❑ W O� Z w-❑ W J O Q L7QQU❑OwLLJ Ul0QO111 Z W EKOWF-F2QF"W W -alb ❑ w W0Qa�Wf F•❑U❑W w ZIrzQp?�aU01W.9awn Z❑❑amzNaQ0z3zF� wZJ1 —W] fww<aQ F-CQl w_0 L7w0F IWwL7� Z Q Z>- z= Q❑ W-❑ F a— �z0<F_ :1 lowozm I-OF_Z3Ld NILM<0['1HZ00 SHEET NO.: ST -3A ROOF FRAMING PLAN JOB NO.: AB 1818 SUBDIVISION: Loch Lake LOT NO.: 49-46 FLOOR PLAN: Building 11 DESIGNED: KFC/JEF REVIEWED: DBM REVISIONS DATE "►''� SVR.. Y fix."•Iv X10 7��`'7 •C Z, ,k 01t �/ I��'�E Q . P.IAo. 71457 08-06-2013 RAFTER SPAN SCHEDULE O.C. SPACING_ LUMBER SIZE 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26'-0" 16" 13'-4" 17'4" 20'-7" 22'-0" 24" 10'-11" 14--1 " 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP FIRST LEVEL ROOF FRAMING PLAN TRUSS ENGINEERING NOTES: • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. 1 /411 = 1 1 O"� ' ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING • FLOOR TRUSSES ARE HELD IN 1" FOR SHEATHING AND STUCCO. O C7 N Ln N 00 4 O It N N N J LL W J Z O Cn Y U N Ca ,It w F -- I— O U Y ¢ n z O h L(7 r` O z U) U) W z U) m w w Z C7 z W O LL z O O a O U Q Iy 0 U_ U z_ 0 O J O Z w x w a C0 W z O w Q Z U) D O 1— U LL Q E m_, x0 z 20 a❑ 0 aZ0 �0 i Q❑ W ❑wLL. Qz W W o a? F -Z U W❑ w U W Et a>-ww zomQ�QDw❑ w w W 0 w a�mw J W a W ❑ ❑¢ ❑ M EL z "- W J m Z F° ❑a ��wwWW az❑ Za�QL7 WYwwW I" --www' W F ❑ U a Z a a a 0.� F F-� z W< L QFz °w❑zwa❑I❑° ❑ W O� Z w-❑ W J O Q L7QQU❑OwLLJ Ul0QO111 Z W EKOWF-F2QF"W W -alb ❑ w W0Qa�Wf F•❑U❑W w ZIrzQp?�aU01W.9awn Z❑❑amzNaQ0z3zF� wZJ1 —W] fww<aQ F-CQl w_0 L7w0F IWwL7� Z Q Z>- z= Q❑ W-❑ F a— �z0<F_ :1 lowozm I-OF_Z3Ld NILM<0['1HZ00 SHEET NO.: ST -3A ROOF FRAMING PLAN JOB NO.: AB 1818 SUBDIVISION: Loch Lake LOT NO.: 49-46 FLOOR PLAN: Building 11 DESIGNED: KFC/JEF REVIEWED: DBM REVISIONS DATE "►''� SVR.. Y fix."•Iv X10 7��`'7 •C Z, ,k 01t �/ I��'�E Q . P.IAo. 71457 08-06-2013 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 �12" 12'-5" 19'-6" 25'-8" 26'-0" 16" 11'-3" 17'-8" 23'-4" 26'-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP FIRST LEVEL ROOF FRAMING PLAN TRUSS ENGINEERING NOTES: • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. 1 /411 = 1 1 O"� ' ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING • FLOOR TRUSSES ARE HELD IN 1" FOR SHEATHING AND STUCCO. O C7 N Ln N 00 4 O It N N N J LL W J Z O Cn Y U N Ca ,It w F -- I— O U Y ¢ n z O h L(7 r` O z U) U) W z U) m w w Z C7 z W O LL z O O a O U Q Iy 0 U_ U z_ 0 O J O Z w x w a C0 W z O w Q Z U) D O 1— U LL Q E m_, x0 z 20 a❑ 0 aZ0 �0 i Q❑ W ❑wLL. Qz W W o a? F -Z U W❑ w U W Et a>-ww zomQ�QDw❑ w w W 0 w a�mw J W a W ❑ ❑¢ ❑ M EL z "- W J m Z F° ❑a ��wwWW az❑ Za�QL7 WYwwW I" --www' W F ❑ U a Z a a a 0.� F F-� z W< L QFz °w❑zwa❑I❑° ❑ W O� Z w-❑ W J O Q L7QQU❑OwLLJ Ul0QO111 Z W EKOWF-F2QF"W W -alb ❑ w W0Qa�Wf F•❑U❑W w ZIrzQp?�aU01W.9awn Z❑❑amzNaQ0z3zF� wZJ1 —W] fww<aQ F-CQl w_0 L7w0F IWwL7� Z Q Z>- z= Q❑ W-❑ F a— �z0<F_ :1 lowozm I-OF_Z3Ld NILM<0['1HZ00 SHEET NO.: ST -3A ROOF FRAMING PLAN JOB NO.: AB 1818 SUBDIVISION: Loch Lake LOT NO.: 49-46 FLOOR PLAN: Building 11 DESIGNED: KFC/JEF REVIEWED: DBM REVISIONS DATE "►''� SVR.. Y fix."•Iv X10 7��`'7 •C Z, ,k 01t �/ I��'�E Q . P.IAo. 71457 08-06-2013 LL U 0� a 02 °L LL n_ J N ?, 0 'z W00 �( N CL' 3 LL i Z� Oz 00 J U) STRUCTURAL KEYNOTES (CMU NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLUOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/'I Od @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. AFrACH FLOOR DECK TO SW DBL TOP PLATE W/ 1 Od @ 3" O.C. SECOND LEVEL STRUCTURAL FRAMING PLAN 1/411= 1'O" Y LL L LL J J N �0 a Z TS iy Y 3 �z D O z¢ n� O L - o04 (jf ai 00 C:) Y d' Q„ N N M J LL w J J_ Z O U Q N CD .a. \ w F- Z O Y Q IZ Z ~O LO G7 �El wWW a z I❑ 4 U ❑ ¢ ❑ a N QJ W W ❑Wlai ¢Z m❑az F-zowawuww r aF p,0 Zom¢a¢3w11. ❑ O WW�> o�ww❑�u,�o Z ❑ ww� L -0a QOma ZaF w�ja, ❑ W Q°'it QQt�7uwi=wWU)l-Nww a z ¢IoQ°M 0� zw'� CL oPzazW�zox°°a W w Z W 0¢ m [7QaUUZwwZUIo¢f W lY z ¢XW❑01-0 1 0Z w EwaWXI-zUF �W�LL Z ZwW IX ¢w1LEzz Jl-ZmFWZ I>- ZQ❑--aa 00 <W w zw°❑Qmz-aQaz3ZF1F W J I- ¢ w wz❑DC7 W C9 F- f1)�aUU Q IQZ>-Z1 UWa01W-•I- z¢1i P z w¢ F F Q� 0 11 w w z� a O nl-?3cvau�¢❑m1-?Un J LL Z SHEET NO.: o ST -4 STRUCTURAL a FRAMING PLAN Q JOB NO.: AB1818 SUBDIVISION: o Loch Lake I LL Q LOT NO.: C) 49-46 FLOOR PLAN: o Building 11 O Z DESIGNED. M KFC/JEF w F- REVIEWED: w DBM CL Q REVISIONS DATE m w Z O w Q Z O APEX, F- U LL a l�l 1 v ' a4o / Ars!y a U1 .. o 1 •• a • 44/ y -m w ':°. COar°•' N�'�, a` Dem �ay, P.E Q P.E. No. 71457 08-06-2013 FASTEN 2x4 NO.2 SYP DIAGONAL BRACE TO BLOCKING W/ (6) 10d 2x6 NO 2 SYP DIAGONAL BRACE – (SEE PLAN FOR LENGTH) • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE FASTEN 2x6 NO.2 SYP "T -BRACE" TO DIAGONAL BRACE W/ 10d @ 3" O.C. 2x4x8'-0" NO.2 SYP LATERAL BRACE @ 48" U.C. FASTENED TO EACH TRUSS W/ (3) 10d TOE -NAIL MIN 2x6 NO 2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ (3) 10d EACH END ROOF DECK F__— 8'-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM TO DIAGONAL BRACE TO GABLE VERTICAL GABLE TRUSS TO "TOP PLATE CONNECTION — 1 . FACE NAIL GABLE BOTTOM CHORD TO CONTINUOUS BLOCKING W/1 Od @ 8" O.C. 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 W/ (8) 10d @ 48" O.C. OR TOP PLATE TO TRUSS BOTTOM CHORD W/ SDWC16600 INSTALLED VERTICALLY 2x4 NO.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK AND DBL TOP PLT W/ 8d COMMON @ 3" O.C. 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE TOP CHORD W/ (1) H2.5T W/ (10) 81J x 1-21' GABLE TRUSS DBL TOP PLATE PER PLAN EXTERIOR WALL PER PLAN WALL SHEATHING PER PLAN 24" LONG 2x4 NO. 2 SYP SCAB APPLIED TO GABLE VERTICAL W/ 10d AT 3" O.C. 24 NO 2 SYP DIAGONAL BRACE FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM TO DIAGONAL BRACE TO GABLE VERTICAL 2x4 NO. 2 SYP BLOCK CONTINUOUS BETWEEN DIAGONAL BRACES. FASTEN TO DBL TOP PLATE W/ 10d AT 3" O.C. B GABLE ANGLE BRACING DETAIL (W/ HGA10) 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMI"f"TED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. 3) L ORT BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. TRUSS ENGINEERING NOTES: • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING. ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS 3 BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.G. STAGGERED. 2. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER: 2x6 ....................(4) 12d COMMON 2x8 ....................(6) 12d COMMON 2x10 ..................(8) 12d COMMON 2x12 ..................(10) 12d COMMON FLOOR FRAMING LEDGER (W/ NAILS): PT 2x6 ................(3) 16d COMMON PT 2x8 ................(5) 16d COMMON PT 2x10 ..............(7) 16d COMMON PT 2x12 ..............(9) 16d COMMON FLOOR FRAMING LEDGER (W/ SCREWS): PT 2x6 ................(3)'%4" x 4-%2" LONG #14 WOOD SCREWS PT 2x8 ................(5) %4' X 4%2" LONG #14 WOOD SCREWS PT 2x10 ..............(7) %4" X 4-Y2" LONG #14 WOOD SCREWS PT 2x12 ..............(9) %4" X 4%" LONG #14 WOOD SCREWS OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED (2) 2x4 SPF MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) '16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON MTS16 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. SECOND LEVEL ROOF FRAMING PLAN 1/4" = 1' 0" C7 O N L() N OR d' C7 0) I It N N N M _I LL LI J J_ z O Y U N C:) It I- 7) W F- ryD O Y 12 z O r 7) LO It r` ti LO ti O z U) U) w z U) m w w z z w ❑ O 1 LL z 0 O 0- O U 0 LL U z_ 0 J O z _ w F- X w a CD w z O w z U) D O U LL D) x❑ z Z IL L] ❑ az�0�U1 a❑ Lq C]WU.<z moot Iz-zom0Wmu�� W z a�ww zomQ�aDWu- OaW❑ W0 .JJaON-0a[ 0. ❑ Om0m>.0.z WWF-Wjm0z 1 za.FmTWWU] U) aYF m_j0 aO 1pP0 OzW Q�zPZWLL U. a ❑❑ C1W 0. m Ow -bait ZQaXWoOwam❑aoZ WzOWI I_ aF-W m-0�6 W z0 a W W�QW�FWODUW WW zw w'Lmzzi�zull z U❑L9 W mOmz}LL mwaZIZZI- WW11< z-0aF-W3�Fa WZOIL9Wt91❑.- mi�WU IQY W D V Pz[=]Q�-�UaoI°Wpzw 1 LiFW-Z3Noa-Ipa0P7FF.ZUU SHEET NO.: ST -4A ROOF FRAMING PLAN JOB NO.: AB 1818 SUBDIVISION: Loch Lake LOT NO.: 49-46 FLOOR PLAN. Building 11 DESIGNED: KFC/JEF REVIEWED: DBM REVISIONS DATE 1 � � .U' N6'71457 08-06-2013 RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26'-0" 16" 13'-4" 1T-3" 20'-7" 22'-0" 24" 10' 11" 14'-1" 16'-10" 19'-9" 24" 20 L.1 /15 D. L. #2 SYP 20'-1" SECOND LEVEL ROOF FRAMING PLAN 1/4" = 1' 0" C7 O N L() N OR d' C7 0) I It N N N M _I LL LI J J_ z O Y U N C:) It I- 7) W F- ryD O Y 12 z O r 7) LO It r` ti LO ti O z U) U) w z U) m w w z z w ❑ O 1 LL z 0 O 0- O U 0 LL U z_ 0 J O z _ w F- X w a CD w z O w z U) D O U LL D) x❑ z Z IL L] ❑ az�0�U1 a❑ Lq C]WU.<z moot Iz-zom0Wmu�� W z a�ww zomQ�aDWu- OaW❑ W0 .JJaON-0a[ 0. ❑ Om0m>.0.z WWF-Wjm0z 1 za.FmTWWU] U) aYF m_j0 aO 1pP0 OzW Q�zPZWLL U. a ❑❑ C1W 0. m Ow -bait ZQaXWoOwam❑aoZ WzOWI I_ aF-W m-0�6 W z0 a W W�QW�FWODUW WW zw w'Lmzzi�zull z U❑L9 W mOmz}LL mwaZIZZI- WW11< z-0aF-W3�Fa WZOIL9Wt91❑.- mi�WU IQY W D V Pz[=]Q�-�UaoI°Wpzw 1 LiFW-Z3Noa-Ipa0P7FF.ZUU SHEET NO.: ST -4A ROOF FRAMING PLAN JOB NO.: AB 1818 SUBDIVISION: Loch Lake LOT NO.: 49-46 FLOOR PLAN. Building 11 DESIGNED: KFC/JEF REVIEWED: DBM REVISIONS DATE 1 � � .U' N6'71457 08-06-2013 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 12'-5" 19' 6" 25'-8" 26'-0" 16" 11'-3" 17'-8" 23'-4" 26'-0" 24" 9'-10" 15'4" 20'-1" 23'-11" 10 L.L./5 D.L. #2 SYP SECOND LEVEL ROOF FRAMING PLAN 1/4" = 1' 0" C7 O N L() N OR d' C7 0) I It N N N M _I LL LI J J_ z O Y U N C:) It I- 7) W F- ryD O Y 12 z O r 7) LO It r` ti LO ti O z U) U) w z U) m w w z z w ❑ O 1 LL z 0 O 0- O U 0 LL U z_ 0 J O z _ w F- X w a CD w z O w z U) D O U LL D) x❑ z Z IL L] ❑ az�0�U1 a❑ Lq C]WU.<z moot Iz-zom0Wmu�� W z a�ww zomQ�aDWu- OaW❑ W0 .JJaON-0a[ 0. ❑ Om0m>.0.z WWF-Wjm0z 1 za.FmTWWU] U) aYF m_j0 aO 1pP0 OzW Q�zPZWLL U. a ❑❑ C1W 0. m Ow -bait ZQaXWoOwam❑aoZ WzOWI I_ aF-W m-0�6 W z0 a W W�QW�FWODUW WW zw w'Lmzzi�zull z U❑L9 W mOmz}LL mwaZIZZI- WW11< z-0aF-W3�Fa WZOIL9Wt91❑.- mi�WU IQY W D V Pz[=]Q�-�UaoI°Wpzw 1 LiFW-Z3Noa-Ipa0P7FF.ZUU SHEET NO.: ST -4A ROOF FRAMING PLAN JOB NO.: AB 1818 SUBDIVISION: Loch Lake LOT NO.: 49-46 FLOOR PLAN. Building 11 DESIGNED: KFC/JEF REVIEWED: DBM REVISIONS DATE 1 � � .U' N6'71457 08-06-2013 EVERY OTHER STUD & EACH KING STUD TO BOTTOM PLATE W/ SP2. (OPTIONAL SDWC 15450 @ 32" O.C.) TYPICAL EXTERIOR ROOF DECK OVER PREFAB WOOD TRUSSES TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) TOP PLT TO STUDS/HDR w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.C.) EVERY OTHER STUD AND EVERY KING STUD TO FRAMING BELOW W/ MSTA36 OR CS16 (WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, USE C816 EXCLUSIVELY) WOOD FLOOR TRUSS BY OTHERS BOTTOM PLATE ANCHORS NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) TYPICAL EXTERIOR WALL SHEATHING SHEATHING TRANSFERS — UPLIFT TO FLOOR TRUSSES. NO SPLICES WITHIN FIRST 4'0" FROM CMU. 1 ST LEVEL FLOOR TRUSSES ONLY: EXTERIOR HEEL W/ 2x4 RIBBON BOARD AT TOP AND BOTTOM (2) COURSE BOND BEAM W. NO. 5 CONT. IN EACH COURSE AS SHOWN BOTTOM PLT ANCHOR '/•Z' THREADED ROD W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE ADHESIVE ANCHOR @ MAX 48" O.0 OR '/•z" WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. TYPICAL INTERIOR LOAD BEARING WALL SECTION 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER DOWEL PLACEMENT PLAN, SHEET ST -2A TOP PLT TO STUDS/HDR w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.C.) BLOCKING AT PANEL EDGES 2x4 NO.2 SPF BOTTOM PLATE W/ 12d COMMON @ 6" O.C. TYPICAL FLOOR DECK I° I I I I I I I I I I I I I I 8'-1" ABOVE F.F.E. TOP OF GARAGE DOOR 6'-1"ABOVE F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. DIA. ANCHO., 'LOF OPENING I 2x6x12 PT CENTER BUCK 2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING PROVIDE (5) 3/" DIA. J -BOLT w/ 5 %2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x '/s" THICK WASHER w/ EACH ANCHOR. 0'-9" ABOVE F.F.E. r (1 st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL BOTTOM PLATE TO RIBBON BOARD — WINDOW TO BLOCK PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) NO.5 VERT. BAR IN FILLED CELL AT GARAGE DOOR OPENINGS NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER W/ 10d COMMON @ 6" O.C. I 2x4 DIAGONAL BRACE @ MAX I I 48" O.C. W/ (3) 10d COMMON I /,' TOE -NAIL AT EACH END. WALL SHEATHING TO BOTTOM r I I PLATE W/ 8d COMMON @ 3" O.C. I 3 s/n 3 3/4 6 CONTINUOUS 2x4 RIBBON BOARD 2 %4" 3 3/4.. TITEN OR TAPCONS SCREWS SEE TABLE Z" BETWEEN BOTTOM OF WOOD PANEL AND CENTER OF FASTENERS. ABOVE FOR LENGTH: e' MAX GAP BETWEEN BOTTOM OF • (2) ROWS 3/6" DIA. @ 24" O.C. STAGGERED PANEL AND TOP OF SLAB. SHEATHING TO FLOOR TRUSS BOTTOM* CHORD W/ 8d COMMON @ 3" O.C. MOISTURE BARRIER BETWEEN MASONRY AND NON PT LUMBER BY OTHERS DISTANCE FROM BLOCK DOOR —(2) COURSE CMU BOND BEAM W/ FLOOR TRUSS TO BOND BEAM W/ META20 @ 32" O.C. W/ MIN (7) 1 Od x 1 %" y.I ' #5 CONTINUOUS EACH COURSE I. (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ %2" x 6" EMBED DRILL & EPDXY OR TITEN HD ANCHORS w/ 3" SQ x %" PLUMB JAMB, DO NOT EXCEED Y4") VERT. REINFORCING TO HAVE 16" BEND INTO BOND BEAM r 1x- PT NAILER BUILT UP 2x_ ATTACHEDTo MASONRY, (1) PLY THICK WASHER @ 24" O.C.) 1 x- OR 7/b' USB MATERIAL MAY ATTACH TO WALL DRYWALL PREFAB WOOD FLOOR TRUSS. SEE FRAMING PLAN FLOOR TRUSS TO BOND BEAM W/ META20 W/ MIN (7) 10d x 1 %Z" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 24" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) FOOTING AND SLAB PER FOUNDATION PLAN TYPICAL EXTERIOR WALL SECTION GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO 2 SYP FASTENED W/(2) ROWS 10d COMMON @ 12" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (16)10d COMMON IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST -1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST -1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING REFER TO DOWEL PLACEMENT PLAN ON SHEET ST -2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. ALT. WALL SECTION AT FLOOR PARALLEL FLOOR TRUSS CONDITION (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) TOP PLT'f0 STUDS/HDR — w/ SP2 @ 32" U.C. (OPTIONAL SDWC15600 SCREW @ 32" U.C.) SPECIAL PANEL SPLICE BLOCKING IS NOT REQUIRED WHEN (5) OR MORE FIELD FASTENERS CAN BE INSTALLED ABOVE AND BELOW THE SPLICE LOCATION. FASTENER SPACING NO LESS THAN 3" O.C. TOP OF WALL SEE PLAN VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM 1 71 .______ I � I li i �I I I I II II I NO. 5 DOWEL UP FROM 4 I I FOOTING W/ 24" LAP. MIN 6" I BEND AT BOTTOM. II II II II II I I CONCRETE FOUNDATION WORK PER PLAN II �I I I TOP OF FINISH FLOOR SLAB I I I _ I I \ I I I \ \ /\ GARAGE SHEAR PIER POURED CELL w #5 BAR CONT. FROM BEAM TO FOOTING STEP DOWN TIE -BEAM TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) WALL SHEATHING TO TOP PLATE W/ 8d COMMON @ 3" O.C. PANEL SPLICE LOCATION PROVIDE BLOCKING TO FIT TIGI-TF BETWEEN STUDS OR PANEL JOINTS. BLOCKING TO BE %6" OSB OVER 2x4 NO.2 SYP W/ (2) 10d COMMON TOE NAILS AT EACH END. BOTTOM PLATE TO RIBBON BOARD W/ 10d COMMON @ 6" O.C. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON @ 3" O.C. MIDWALL PANEL SPLICE DETAIL #5 CONT. (1) #4 OR #5 BAR AT CORNERS WITH MIN. 24" LAP #5 CONT. v. 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS DIST. FROM DOORJAMB/ MIN. SCREW DIST. FROM DOORJAMB/ MIN. SCREW WINDOW TO BLOCK PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) NO.5 VERT. BAR IN FILLED CELL AT GARAGE DOOR OPENINGS NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER I I ` I I I IF I /,' I 3 V16" r I I I li i �I I I I II II I NO. 5 DOWEL UP FROM 4 I I FOOTING W/ 24" LAP. MIN 6" I BEND AT BOTTOM. II II II II II I I CONCRETE FOUNDATION WORK PER PLAN II �I I I TOP OF FINISH FLOOR SLAB I I I _ I I \ I I I \ \ /\ GARAGE SHEAR PIER POURED CELL w #5 BAR CONT. FROM BEAM TO FOOTING STEP DOWN TIE -BEAM TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) WALL SHEATHING TO TOP PLATE W/ 8d COMMON @ 3" O.C. PANEL SPLICE LOCATION PROVIDE BLOCKING TO FIT TIGI-TF BETWEEN STUDS OR PANEL JOINTS. BLOCKING TO BE %6" OSB OVER 2x4 NO.2 SYP W/ (2) 10d COMMON TOE NAILS AT EACH END. BOTTOM PLATE TO RIBBON BOARD W/ 10d COMMON @ 6" O.C. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON @ 3" O.C. MIDWALL PANEL SPLICE DETAIL #5 CONT. (1) #4 OR #5 BAR AT CORNERS WITH MIN. 24" LAP #5 CONT. v. 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS DIST. FROM DOORJAMB/ MIN. SCREW DIST. FROM DOORJAMB/ MIN. SCREW WINDOW TO BLOCK LENGTH WINDOW TO BLOCK LENGTH 3/.t" OR 1 %4" PER MANUR 3" 5" N I /,' 3 /" 3 V16" 5. 11 3 s/n 3 3/4 6 Cq 2 %4" 3 3/4.. TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS''/,i" DIA. @ 30" O.C. STAGGERED • (2) ROWS 3/6" DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH'TO 2x_ PER MANUFACTURER'S DETAILS *TO DISTANCE FROM BLOCK DOOR JAMB OR WINDOW, SEE TABLE "f0 ABOVE (SHIM AS NEEDED PLUMB JAMB, DO NOT EXCEED Y4") 1x- PT NAILER BUILT UP 2x_ ATTACHEDTo MASONRY, (1) PLY 1 x- OR 7/b' USB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL TYPICAL DOORMINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) N N U) co � co :3 J 0 LL C7 N LO Cq T Nt [L N N M CD J LL W J J_ z 0 U N dQ' w W ❑ 0 Y Q (L z O D LO z ;Eo 4 f� QU UlW ❑WIje.QZ se F- 0Q F W w D m Q a Q D w W z a 4 W o w w ri J � a W� 13 W o°0ma zW�F-,w�moz❑ v W Qa -< WlwWw UIWw W ❑ WF- IIW❑ZU z 411'- �l- haZw�li I- F a ❑ IL ❑ ❑ p w w W I� Q 0❑ Z LL w Q p Q w ZQaxWoa1-0-❑LL❑z I- z _ W wwzWXQw0QmN aZ Z zwawIEzzA�zuiHWz I�z4❑-_n.❑D❑QW❑ w WwAamZWmaI-zQ: �4 W?❑�W W DF- w21twu Q I� zz Z Z I ❑ w n- p W Q E ❑ �I-Iz []D❑I6Wc,zV 4 Q LiI-�3NaUF"]QOt71I--?Lj❑ J LL Z SHEET NO.: ° ST -5 t-- TYPICAL WALL CL SECTION Q_ O JOB NO.: AB1818 SUBDIVISION: o Loch Lake J IL Q C-) LOT NO.: z 49-46 (fir, FLOOR PLAN: o Building 11 O Z DESIGNED: C) KFC/JEF W F- REVIEWED: DBM REVISIONS DATE >_ ca W z O W 2 z U) D _0 APEXPEX H U � LL ��htINEERT ��• �r ci t'10 ' ** eei QDer�k�13�IL4��ray, P.E. P.E. No. 71457 08-06-2013 ROOFUECK 3 YZ' CONCRETE SLAB W/ - TRUSSES PARALLEL TO WALL: ROOF TRUSS N 6x6 W1.4 x W1.4 WWF OR FASTEN EACH RAFTER 2x8 PT SPF (MIN) NAILER FASTENED OR RAFTER N FIBERMESH CURB WIDTH VARIES TO NAILER W! MIN (4) TO MASONRY W/ (2) ROWS J" DIA. x 3" _ 8D COMMON TAPCONS @ 12" U.C. 2x4 SPF (MIN) ai - -` �- - - - - `I #4 2/ 9" BEND BOTTOM 60" O.C. 2x4 NO.2 SYP PT CON 8 f.—� TUE NAILS. TRUSSES PERPENDICULAR TO WALL: BLOCKING i- r- °. MIN I NAILER 2x8 PT SPF (MIN) BLOCKING BETWEEN EACH 00 28' MAX BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO C%) //�C�/�C� VARIES TO MASONRY W! 1/4" DIA. x 3" TAPCONS @ BEAM w/ I Od @ 4" U.C. / 2x4 N0.2 SYP RAFTER AND 12" O.C. VAPOR BARRIER 12" IN CEILING JOIST AT 24" O.C. FASTEN W/ (2) ROWS Y4"0x2Y4" f TITEN @ 16" O.C. STAGGERED / i 0 \ J '• FASTEN RAFTER TO JOIST ° WITH MIN (4) 8D COMMON. •r- U_ FOUTING TU BEAR ON o//�\��\ ° d . ..° \ p Qi L \ �\ / d•a .. ° BLFULLY MOISTURE BARRIER 6.0 Pf. EXfENSION IN BRICK \ SHEATH ASSEMBLY BY OTHERS FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 4 \- 6x6 - W1.4xW1.4 2x4 NO.2 SYP PT CONT. -_� I TYPICAL PORCH CEILING BOARD PER p PER STRUCTURAL PANEL WWF NAILER 2ft max PLAN. SEE TABLE 2; SHEET ST -1 TRUSS BEAM w/l H2.5T Lq h1 12" UNDER 1 STORY WALL SPECIFICATIONS, ST -1, FOR 5T WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 ORNU. 5 2'-0" (3) #4 WATERPROOF ROOF SHEATHING. I (PORCH CEILING BOARD) r- � i N 0 PORCH BEAM ( BAR IN BRICK LEDGE CONTINUOUS BARRIER ��- 16" UNDER 2 STORY WALL FASTEN EACH JOIST o C:WITH (3)#4 OR (2)#5 CONT TO NAILER W/ MIN (4) p 8D COMMON I TOE -NAILS. GARAGE WALL CURB SECTION PORCH BEAM TO POST: (j)�G OLITHIC FOOTING SECTION IF UND ADJACENT TO FTG SLOPES DOWN (� ('1) MSTA24 Cy 0 IN LIEU OF BENT VERTICAL BARS, CONTRACTOR SHED ROOF DETAIL POST TO SLAB: CV AND AWAY FROM STRUCTURE S rEEPER THAN MAY INSTALL %" ANCHOR BOLTS W/ 12" EMBEDMENT D TYPICAL PORCH SHEATHING DETAIL ABU POST BASE ANCHOR m V-0" VERTICALLY PER T-0" HORIZONTALLY, SEEK AT 48" O.C. FOR BOTTOM PLATE ANCHORAGE AT MASONRY EXTERIOR WALL OR DTT2Z J GUIDANCE OF E OR'r0 CONSTRUCTION, THIS DETAIL IS REQUIRED AT ALL COVERED (UNLESS NOTED OTHERWISE) LL TO PREVENT EROSION OF SOIL. ( PORCHES UNLESS NOTED OTHERWISE) W J J Z O (2) #4 OR (2) #5 CONTINUOUS - 6x6 - W1.4 x WI A WWF Y Q y_____ _ __ _9_-__.' _ 2x8 SPF STUDS FROM TOP OF —\ SHEATHING PER TABLE 2 ON STRUCTURAL N XvT\r\\/\\ iv SILL PLATE TO 2ND LEVEL TOP SPECIFICATIONS SHEET PLATE @ 16" O.C. MAX W , H (2) MSTAM36 @EACH STUD. ATTACH TO STUD W/ (13) 1 Od. ATTACH To CMU W/ (4) Y4" x 2%" TITEN (n VAPOR BARRIER 16" 2x8 PT NO.2 SYP SILL PLATE TO MASONRY WALL W/ %" x 6" EMBED DRILL & EPDXY OR TTrEN HD @ TYPICAL EXTERIOR ROOF DECK OVER MAX 24" O.C. W/ 3" SQUARE x %" THICK WASHER PREFAB WOOD TRUSSES 0 3 BEARING WALL FOOTING SECTION (SEE "BOTTOM PLATE ANCHORS NOTES" ON "ICAL WALL SECTION AT FOUNDATION" ON TYPTRUSS OR RAFTER TO TOP PLATE Y TYPICAL WALL SECTION SHEET) W/ H8 (EQUAL OR BETTER), LINO ON Q SHEATHING TO SILL ROOF FRAMING PLAN PLATE W/ Sd @ 3" O.C. (OPTIONAL SDWO15600 SCREW) a' Z FRT PLYWOOD SHEATHING-----�_ FOR FIRST 2'-0" UP ROOF 3 %" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR Lo X0 Z ❑ FIBERMESH MASONRY TO WOOD CONNECTION STAIRS i r-- -G 0' 0" A.F.F. SM 7 Ul 0 0 W a Z Q EE ARCH. Q �� J WGS. ST 6 �~ w❑ w Y F w❑ 8" MINa In s„ d W w w O- w w O❑] x w 1 LAYER /8 TYPE "X" DENSGLASS EXT w 0 w w LL W N p U SHEATHING BETWEEN TRUSSES FASTENED TO Z 0 a W F F- ❑ W z O 8"x8"'THICKENED FTG TYPE "X" DENSG LASS MOISTURE 2x BLOCKING, OVERLAP WALL TOP PLATES AND (0 00 m aa. } W W F- w : m 0 Z O AT STEP-DOWN, SEE 8 USED ASRESISTANT EXTERIOR SOFFIT BACKER BOARD RUN TIGHT "fU ROOF SHEATHING FIRE CAULK W 4 a F- 4 t7 w 3: = w m p m v PLAN VAPOR BARRIER W/ HOT DIP 11 GAUGE GALVANIZED JOINTS AND SEAMS Z 4 I H 0 j m � F- i ww Z W Q tL 0Q [L O.C.LL 0 HEAD NAIL @ 4" O.C. EDGE, 8" TOP PLT TO STUDS/HDR w/ SP2 @ 32" U.C. w z a Z � o z 0 w O Q a W T D. (OPTIONAL SDWC15600 SCREW @ 32" O.C.) w p 0 ❑ w 4 W �WqwI7__ z..., L6 CURB STEP SECTION ZQQxw0aF-0U10LLoz 2x4 NO.2 SPF SOLE PLATE W/ 12d Z Z W Q w w 2 Z Z- F_ z w w w Z COMMON @ 6" O.C. 1}ZQ0--1L000<wQ W wwo4mzwvQF-W3 Q • DASHED LINE REPRESENTS SHEAR w 2 0 z W [7 F 0 w v L Q TQZ}ZTQQUw�-ph.Q_ PANELS AS LOCATED ON FLOOR 5/e" -TYPE "X" DRYWALL INTERIOR SIDE, 2x6 [] F F I Z F F Y❑ Z w 6 w F FRAMING LAYOUT STUDS @ 16" O.C. FAS rEN PER TYPICAL SHEET z 0 4 .� n � 0 T w 0 Z 4 • FASTEN BOTTOM PLATE TO PANEL W/ ROCK SPECS. 0 U H? 3 N a UFi 4 11 (� H Z 0 Lj I Od @ 3" O.C. %" TYPE "X" RATED GYP/BD. EXTERIOR _j • FASTEN CHORD OF SHEAR PANELS TO SHEATHING W/ HOT DIP 11 GAUGE GALVANIZED LL LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 �/16" HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. Z SHEET NO.: 8„ 0 ST -6 a� TYPICAL FLOOR DECK 2x4 NO.2 SPF OR BETTER @ oC STRUCTURAL 3Y1' CONCRETE SLAB 16" O.C. MAX W/ 6x6 W1.4 x W1.4 _ 0 WWF OR FIBERMESH VARIES ,T g" MIN I BOTTOM PLATE TO LEDGER � DETAILS a I I W/1Od@6"O.C. 0 JOB NO.: MAX I FASTEN EACH STUD TO LADDER U " AB 1818 12" MIN./ FRAME W/ MSTA12 @ 16O.C. Q SUBDIVISION: o Loch Lake VAPOR BARRIER \\�� * 4.- \• /' \ / • //�//�//j// '� `` TYPICAL FLUOR DECK W /,\ MOISTURE BARRIER BETWEEN I; 2x8 PT NO.2 SYP LEDGER W/ 6" OPT. EXTENSION IN BRICK MASONRY AND NON -PT LUMBER Q LOCATIONS ON FND PLAN BY OTHERS A (2) ROWS a' x 2-%" LONG LOT NO.: TAPCON ANCHOR @ MAX 24" 12" UNDER 1 STORY WALL •P.'. O.C. STAGGER ROWS ��� z49-46 WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO.4 OR NO. 5 ZZ MOISTURE BARRIER BETWEEN BAR IN BRICK LEDGE2x8 N0.2 SYP PT LEDGER W/ (2) ROWS Y4" x I MASONRY AND NUN -PT LUMBER / FLOOR PLAN: 16" UNDER 2 STORY WALL BY OTHERS 2-Y4" TAPCONS @ 24" O.C. STAGGERED \ WITH (3)#4 OR (2)#5 CONT \ / o Building 11 I GARAGE EXT WALL CURB SECTION5 DESIGNED: (2) COURSE BOND BEAM w! I • 'Lx4 NO2N0.2 SYP EDGEWISE LADDER � � • _ (2) #5 CONTINUOUS IN EA. FRAME W/VERTICALS @ 16" O.C. LU KFC/J EF COURSE AS SHOWN I • FASTEN TOP & BOTTOM CHORD F-- REVIEWED: STAIRS TO EACH FLOOR TRUSS w/ (4) 1 O (2) COURSE BOND BEAM w/ (2) #5 x COMMON CONTINUOUS IN EA. COURSE AS SHOWN w DBM d i FLOOR TRUSS TO BOND BEAM W/ Q REVISIONS DATE META20 W/ MIN (7) 1 Od x 1%" x 8" PARTIALLY GROUTED 2x PT FURRING SHOWN FOR (NOTE: IF META20 IS IMPROPERLY Q EXTERIOR CMU WALL W/ I CLARITY. NOT INSTALLED, ATTACH TRUSS TO HORIZONTAL AND VERTICAL I STRUCTURAL. BOND BEAM W/ HTSM20) m WALL REINFORCING PER PLAN 8" PARTIALLY GROUTED CMU WALL W/ VERTICAL WALL REINFORCING PER DOWEL PLACEMENT PLAN, Z SHEET ST -2A 3 " CONCRETE SLAB W/ - 6x6 W1.4 x W1.4 WWF OR LU Yz W FIBERMESH 2 0'4" A.F.F. I Q -V SEE ARCH. fZ -cl---°_---a --� ----: -I WGS. II QL--------- °- a O ''\\'�\;\� ;,.. 4" g I rA5_'\\TYP1CAL FIRE WALL SECTION z PEX [IJ ST -6 • L • VAPOR BARRIER Q w1i1fill R 12" W/ (2)#4 OR (2)#5 CONT i- ``�' Q�: •� GAIN ' No 71 4 5 / a • 4 6 BEARING CURB STEP SECTION (__A�'SEPARATION WALL AT STAIRS p F CL If °o 146 6rr 0 Q liffBW✓<w57 08-06-2013 N N O U) � � N J O LL N V TYPICAL ROOF DECK OVER PREFAB WOOD TRUSSES PREFAB WOOD TRUSSES TYPICAL ROOF DECK OVER PREFAB TYPICAL ROOF DECK OVER (EXCEPT FIRE TREATED WOOD TRUSSES (EXCEPT FIRE 000 (EXCEPT FIRE TREATED_ S7 4'-0" OF UNITS. SEE TREATED '1ST 4'-0" OF UNITS. SEE 157 4'-0" OF UNITS. SEE 1 ARCH. DRAWINGS) d "Y ARCH DRAWINGS.) d ARCH DRAWINGS.)1 i(10 +I N N 0 I I I 1 I I Ch II I I � II ILL II I I II II I I II Z II I I II II I Ie'v GABLE TRUSS BOTTOM CHORD W/GABLE TRUSS BOTTOM ChIURD W/ GABLE TRUSS BOTTOM CHORD W/ GABLE TRUSS BOTTOM Cf10RU W/SIMP50N LE OR EQUAL @MAX 48" O.C. SIMPSON A35 OR EQUAL @ MAX 48" U.C. SIMPSON A35 OR EQUAL @MAX 48" O.C. SIMPSON A35 OR EQUAL @ MAX 48" O.C. PRE-ENGINEERED ROOF TRUSS. SEE "WALL PRE-ENGINEERED ROOF TRUSS. SE A(INSTALLED OVER GYP BOARD)(INSTALLED OVER GYP BOARD) (INSTALLED OVER GYP BOARD) (INSTALLED OVER GYP BOARD) SECTION @ ROOF," 5T-5 FOR UPLIFT iiiiSECTION @ROOF," ST 5 FOR UPLIFT CONNECTOR. iiiiCONNECTOR. — — — — — — — — — — - - — — — — TYPICAL INTERIOR WALL DBL TOP PLATE: \ TYPICAL INTERIOR WALL DBL TOP PLATE: N0.2 SYP DBL TOP PLATE W1 MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 1 Od COMMON FACE NAIL @ 12" O.0 O TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. C NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP N0.2 SYP DBL TOP PLATE W/ MIN 24" LAP TOP PLT TO STUD @ 32" O.C. W/ SP2 Y SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12" 0.0 SPLICE, 1 Od COMMON FACE NAIL @ 12" O.0 TOP PLT TO STUD @ 32" O.C. W/ SP2 < W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. Q CL Z O i„ 1" GYPSUM WALL BOARD W/ 6d �„ GYPSUM WALL BOARD W/ 6d z to +„ 1" GYPSUM WALL BOARD W/ 6d z GYPSUM WALL BOARD W/ 6d z COOLER NAILS: 4" O.C. AT PANEL } z" GYPSUM WALL BOARD W/ 6d z GYPSUM WALL BOARD W/ 6d 2 COOLER NAILS: 4" O.C. AT PANEL COOLER NAILS: 4" O.C. AT PANEL COOLER NAILS: 4" O.C. AT PANEL COOLER NAILS: 4" O.C. AT PANEL COOLER NAILS: 4" O.C. AT PANEL W w � Z 0 ° EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING 1� EDGES, 7" O.C. IN FIELD. BLOCKING a p ❑ 0 Z � < W NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT IT NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL Q p W ❑ W W w Z PANEL EDGES. PANEL EDGES. r W a T 0� F p W °_ PANEL EDGES. PANEL EDGES. PANEL EDGES. J � Z w ° _ p J Z 0 fj PANEL EDGES. W°0- HZ W0W0W� <F -WW Zpm4M4DWL O C1 I wwv> awJwwWujpa 2x4 N0.2 SPF OR BETTER @ 16" O.C. MAX 2x4 N0.2 SPF OR BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BE'T"TER @ 16" O.C. MAX p 0 m IL Z F w m Z z CJ ❑ 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX a w N ❑ Z a a}w Cq Z p<0mIwwWPU1 Z Q=h Wj��hx--H�z WQL, fn Fh 0Q°a°Z IL❑ p0 D awwIL1 �OW:1 Ld m r9Qaw°Zwwzw0<2w 2x4 N0.2 SYP SOLE PLATE W/ 12d 2x4 N0.2 SYP SOLE PLATE W/ 12d 2x4 N0.2 SYP SOLE PLATE W/ 12d 2x4 NO.2 SYP SOLE PLATE W/ 12d 2x4 NO.2 SYP SOLE PLATE W/ 12d 2x4 N0.2 SYP SOLE PLATE W/ 12d Z Z Q x ❑ p F ❑ - T W 0 Z LL COMMON @ 6" O.C. COMMON @ 6" O.C. COMMON E 6" O.C. COMMON @ 6" O.C. COMMON @ 6" O.C. COMMON @ 6" O.C. W W w 0 W X Q W Q W W w Z • MSTA36 @ 32" O.C. • MSTA36 @ 32" O.C. Z_ Z w Z Q O Z z OJ. 0 ❑ [7 Q w z • ATTACH STRAP TO STUD WHICH CONTAINS •ATTACH STRAP TO SAME STUD WHICH Ur 0 0 Z w W W a ❑ N Z Z T • DASHED LINE REPRESENTS SHEAR TOP PLATE TO STUD CONNECTION CONTAINS TOP PLATE TO STUD CONNECTION Z Z a ❑ Q p}p Z - Q a Z - - h h FAS TEN BOTTOM CHORD OF w w 0 h f Q PANELS AS LOCATED ON FLOOR FASTEN BOTTOM CHORD OF W Z 0 i - W' W w a o p TRUSS TO LEDGER W/ 10d @ 6" O.C. TRUSS'TO LEDGER W/ 1 O @ 6" O.C. . DASHED LINE REPRESENTS SHEAR PANELS AS W - 0 W 0 H w w FRAMING LAYOUT • DASHED LINE REPRESENTS SHEAR PANELS AS Q T Q Z ?• Z T Q ❑ W a - p h Q _ • FASTEN BOTTOM PLATE TO PANEL W/ LOCATED ON FLOOR FRAMING LAYOUT LOCATED ON FLOOR FRAMING LAYOUT Q F z T Z F Y' Z W w Z a 10d @ 3" O.C. •FASTEN BOTTOM PLATE TO PANEL W/ 10d @ 3" U.C. • FASTEN BOTTOM PLATE TO PANEL W/ 1 Od @ 3" U.C. R q W Q . Q hT • T p O • FASTEN CHORD OF SHEAR PANELS TO • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ O v F ? 3 N a W Q ❑ m H Z v v LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 TYPICAL FLOOR DECK TYPICAL FLOOR DECK 1 Od @ 3" O.C. OR ('2) LTP1 10d @ 3" O.C. OR (2) LTP1 J LL TYPICAL FLOOR DECK TYPICAL FLOOR DECK TYPICAL FLOOR DECK TYPICAL FLOOR DECK O SHEET NO.: ST -7 STRUCTURAL Ix I I I I I I a DETAILS I I I I I I I I I I I JOB NO.: I I I I I I I I U AB1818 I I I I SUBDIVISION: MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER o Loch Lake MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER BY OTHERS BY OTHERS BY OTHERS BY OTHERS Ll. BY OTHERS BY OTHERS 2x8 NO.2 SYP PT LEDGER W/ 2 ROWS Y4" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x O ! r 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x r a 2 3/4" TAPCONS @ 24' O.C. STAGGERED 2-/" TAPCONS @ 24" U.C. STAGGERED LOT 9 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x 2 3/4" TAPCONS @ 24" O.C. STAGGERED 2x8 N0.2 A P P7 LEDGER . . S ROWS E x 2x8 N0.2 SYP PT LEDGER W/ (2) ROWS Y4" x z 2 3/a" TAPCONS @ 24" O.C. STAGGERED I 2'/4" TAPCUNS @ 24" O.C. STAGGERED I 2-3/4" TAPCONS @ 24" O.C. STAGGERED Z 49-46 (2) COURSE BOND BEAM w/ (2) #5 FLOOR PLAN: CONTINUOUS IN EA. COURSE AS SHOWN (2) COURSE BOND BEAM w/ (2) #5 I I CONTINUOUS IN EA. COURSE AS SHOWN (2) COURSE BOND BEAM w/ (2) #5 (� CONTINUOUS IN EA. COURSE AS SHOWN o Building 11 I II mf z DESIGNED: w KFC/JEF 8" PARTIALLY GROUTED CMU WALL 8" PARTIALLY GROUTED CMU WALL I— REVIEWED: W/ VERTICAL WALL REINFORCINGW/ VERTICAL WALL REINFORCING x I/ PER DOWEL PLACEMENT PLAN, I 8" PARTIALLY GROUTED CMU WALL I PER DOWEL PLACEMENT PLAN, w DBM SHEET ST -2A W/ VERTICAL WALL REINFORCING SHEET ST -2A PER DOWEL PLACEMENT PLAN, I ¢ REVISIONS DATE SHEET ST -2A I I PROVIDE DOWELS TO MATCH VERTICAL WALL I PROVIDE DOWELS TO MATCH VERTICAL WALL PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 24" LAP REINFORCING W/ MIN 24" LAP m NG EL MIN M LAP REINFORCING (IF DOWEL N OMITTED 4" IMPROPERLY I (IF DOWEL IS OMI-FTED OR IMPROPERLY I (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF INSTALLED, DRILL AND EPDXY DOWEL OF INSTALLED, DRILL AND EPDXY DOWEL OF Z EQUAL SIZE W/ MIN. 6" EMBEDMENT IN EQUAL SIZE W/ MIN. 6" EMBEDMENT IN I EQUAL SIZE W/ MIN. 6" EMBEDMENT IN mw MONOLITHIC, 12" EMBEDMENT IN MASONRY) MONOLITHIC, 12" EMBEDMENT IN MASONRY) MONOLITHIC, 12" EMBEDMENT IN MASONRY) O II it II � zmm (L I a I Z U) N II ZII FOOTING AND SLAB PER FOUNDATION PLAN z I� FOOTING AND SLAB PER FOUNDATION PLAN Q Z FOOTING AND SLAB PER FOUNDATION PLAN g _ IIPEX II ILL • • ` �j���.• •.,ESN A2 TYPICAL SEPARATION WALL(A4jYPjCAL SEPARATION WALL `��,••�° 11�sr ST -7 A3 TYPICAL S S P E RAT I O N WALLST-7 ST -7 _ �� •��7� W P°�' l�JNA�- Q De 6! ril9rray, P.E. P.E. No. 71457 08-06-2013