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1134, 1138, 1142, 1146 Victoria Glen Dr (a)
1,7-207'? 7'? PERMITL-�v OFFICE DRAWING INDEX II: IIIlI1� 6:12 1 6:12 6:12 Construction Documents & Project Coordination TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: info@t-f-design.com Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com EIS�NS REV # SHEET NO. DESRIPTION C-1 COVER, INDEX, REVISIONS, BC1 NOT USED BC2 BUILDING COMPOSITE FIRST FLOOR FLAN 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 1.1A UNIT ORTH22E FLOOR PLANS AND DETAILS 1.2A UNIT ORTH22E ELEVATIONS AND DETAILS 1.3A UNIT ORTH22E BUILDING SECTION AND STAIR DETAILS, SEWER RISER 1.4A UNIT ORTH22E ELECTRICAL PLANS 2.1 A UNIT ORTH21 FLOOR PLANS AND DETAILS 2.2A UNIT ORTH21 ELEVATIONS AND DETAILS 2.3A UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER 2.4A UNIT ORTH21 ELECTRICAL PLANS 3.1 B UNIT ORTH21 FLOOR PLANS AND DETAILS 3.2B UNIT ORTH21 ELEVATIONS AND DETAILS 3.3B UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER 3.413 UNIT ORTH21 ELECTRICAL PLANS 4.1 B UNIT ORTH22E FLOOR PLANS AND DETAILS 4'26 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 ._ Construction Documents & Project Coordination TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: info@t-f-design.com Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com EIS�NS 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 Builder & Owner 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 56 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 No. Revision Date 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 must be returned upon request. UAA DP DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont, M5M 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: Info@quadradesignstudlos.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 Proje Namect LOCH LAKE PH 3 SANFORD, FL 28' TOWNS Copyright & Copy; ® 2009 Quadra Design Studios Inc. sheet Title COVER SHEET AND INDEXES Byawn CHRIS BERGERON Checked TF Scale 1�4"-1'-0" Sheet No. Date MAY 2013 ProjNo. 10025 C-1 FilNo. 10025—COVER 28'-0" 16'-2" 10'-0" 1'-10 16'-7" 28'-0" 10'-0" 112'-0" —51"-5" 10'-0" 28'-0" 16'-7" —10� 10'-0" 28'-0" 16'-2" 16'-0" 1' 11" 1'— 5'-4"J '-7 '-11' 16'-0" 3'-2" 16'-0" 1' 11" 14 5'-4" 1 — 7'-6" 19'-10" 8'-2"39'-0" 112'-0" 2EL H22E ORTH21 ORTH2�Er EV. 'A' 48 ELEV. 'A' 47(: (REV.)ELEV. FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 4 UNIT BUILDING FIRST FLOOR PLAN. 99 9-V 3/16 16'-0" 19'-10" 7'-6" 1 — 46 ORTH22E ELEV. 'B' (REV.) I N 0 I 0 WALL SYMBOLS LEGEND ® INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS No.l Revision [Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D I" E S I G Nr '' 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. UADRA 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 not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client ProjName' LOCH LAKE PH 3 SANFORD, FL BUILDING 10 28 FT TOWN HOMES LOTS 49 TO 46 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Brawn CHRIS BERGERON Checked TF By Scale 1/4"=1'-0" Sheet No. Date MAY 2013 No. Project 10025 K-4 No 10025—BLDG 10 lr� 66" 0 MASTER 0 BATH, OASIS 111'-10" 27'-11" 28'-0 _-- - 28'-0" 27'-11„ DBL. HANGING _ I W. I. C. I SHELVES BEDROOM 2 10'2"x10'0" I I I I I DN 17R IL _ _ O.T.B. W Z J LOFT 8'0"x13'0" ----- ----- 71 M�STER BEDRO M I 14'2"x13'6" I I I I I I I I I I I I I I I I I I I I I I / OPT. 12" RAISED TRAY L---- CEILING-----� 0 ° BATH [: AHU MECH. r_ OPS UPPERS 1 I W II D I L --J L --J LL//x LAUNL�R,' BEDROOM 3 10'0"x10'8" D4 FUR OUT WALL AS REQUIRED — BEDROOM 3 4 ------------7 12'4"x10'6" a/ I ---------->' I MASTER BEDROOM I 14'4"x15'4" I I I I i I I I I I I I I I I I I > rn v - - - - - - r OPT. 12" RAISED TRAY CEILING - - - - -- B A T BAT J ------------7 � BEDROOM 3 I \ / 1 v 12'4"x10'6" I \----------I/ I M� STER BEDROOM I 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 I I I I I I I I I / r OPT. 12" RAISED TRAY CEILING - - - - [E:� 7-- --� ATH 66" r OPT. rUPPERS� II OPT. UPP�RS - 66 -- I Ll 11E Ell W.I. D W 0 II I 0 LW I I D I Ila all I� - L --J L --J LAAUUNDRY I m m II11,11 x LAUNDRY0 A 0 1 Z DN 17R \AH j MECH. I I I �EDROOM 2 1 10'0"x10'16" � I I I I 8' FLAT I VAULTED CEILING 78WF I I I I I I I I 1 I i D -ff 13'- 13 -2 11 0RTH22E 0RTH21 49 ELEV. 'A' 48)-ELEV. 'A' II z � Il I.C. Ila alI W.1 II = mil I -j �I ILMASTER MASTER = BATH OASIS 0 OASIS 0",10 BEDROOM2 72" �z" zj 10 0 x10 6, �\---------- --7l M STER BEDRO M I I 14'2"x13'6" I I i I I I I I I I I I I I I I I I I I I I I I I 12" RAISED TRAY I - - _ - -CEILING DN '17R BEDROOM 3 10'0"x10'8" o --t----f---- 00 00 FUR ROUT EQU ALL AS ill DBL. HANGING I W.1. C. I SHELVES W Z J LOFT 8'0"x13'0" 1 12'-6" 13'-2" 8'-32" 19'-8�" ORTH21 ORTH22E 47 ELEV. 'B'(REV.)46 ELEV. 'B' (REV.) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 4 UNIT BUILDING SECOND FLOU"R PLAN 3/16" = 1'-0" J 66" 0 MASTER BATH 0 OASIS BEDROOM 2 10'2"x10'0" I I DN 17R I II 110T — _J R O fV N O 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 No. Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 �I building design services EMAIL: info@t-f-deslgn.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. ADRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradeslgnstudios.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 dY 1 1 Project Name LOCH LAKE PH 3 SANFORD, FL BUILDING 10 28 FT TOWN HOMES LOTS 49 TO 46 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title FRONT AND REAR ELEVATIONS By Drawn CHRIS BERGERON Checked TF Scale��4"=1'-0" Sheet No. Date MAY 2013 No Project 10025 BC-4 N'o. 10025—BLDG 10 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 j 288-6274 building design services EMAIL: infoQat-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. IUADRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont, M5M 4134 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 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 BUILDING 10 28 FT TOWN HOMES LOTS 49 TO 46 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title SIDE AND PORCH ELEVATIONS Drawn CHRIS BERGERON Checked Q„ TF Scale 1/4,,=1,_0,, Sheet No. Date MAY 2013 Project No. 10025 BC -5 No 10025—BLDG 10 ORTH22E _ORTH21 _0 RTH21 ORTH2��@ELEV . 'A' 48 ELEV. 'A' 47 ELEV. 'B' (REV.) 6 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 4 UNIT BUILDING -7 RU' -"'U' -'-F PLAN 3/16" - 19-0" ROOF SYMBOLS LEGEND ® INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF—RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SO. IN, EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC—R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. 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 must be returned upon request. UAA DP DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont, M5M 464 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradeslgnstudios.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 Name LOCH LAKE PH 3 SANFORD, FL BUILDING 10 28 FT TOWN HOMES LOTS 49 TO 46 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title BUILDING ROOF PLAN By Drawn CHRIS BERGERON checked TF Scale1/4"=1'-0" Sheet No. Date MAY 2013 No. ooject 10025 BC -6 N'o. 10025—BLDG 10 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1906SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ■ III w U 2 _ - . LU 0 CODES AND AUTHORITIES HAVING JURISDICTION • � 0 ULL_Z w = L N W APPLINCE SHALL COMPLY WITH UL923 9'-2" N (� O 8'-0" C7 W I- F - FINISHED TEXTURED COATING PER BUILDERS Cr In of c� W M J I- zz W = W W Z LW C7 W } Q U Z ' Q Q 0bi Q Z Z O Y U O 0O CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH O 18 W O 0 N Q 0 p 0 J W a. w I- F- 2'-8" U 0 W C'J YES FOR 1 HR RATED WALLS STRUCTURAL ENGINEERS SPECIFICATIONS F} O 2'-8" 8'-0" 1 0 B LABEL YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 241" 601" 10.00 NO 1 B O W21 1H4 SH BLOCK SINGLE HUNG 26J" 501" 274" 501" 9.32 NO W22 1H5SH BLOCK SINGLE HUNG 26J' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26J" 72" 271" 72" 13.25 NO 00 W25 2438 SH FRAME SINGLE HUNG 28" 44" 28�" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52j" 10.11 NO 3'-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28J" 601" 11.67 NO 1 W28 2460 SH FRAME SINGLE HUNG 28" 72" 28J" 724" 14.00 NO W51 24 SH BLOCK SINGLE HUNG 37" 50R" 371" 501" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES ® W53 26 SH BLOCK SINGLE HUNG 37" 72" 371" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 271" 471" 08.81 NO STRUCTURAL ENGINEERS SPECS. W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 481" 12.00 NO M W57 3050 SH FRAME SINGLE HUNG 36" 60" 361" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 361" 724" 18.00 YES 1'-6" W91 48x50 SH BLOCK SINGLE HUNG 48" 50R" 481" 501" 16.88 NO 1g" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 481" 63" 21.00 YES �1DW� W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES TEMP GLASS FRENCH 1 LT W95 4040 SH FRAME SINGLE HUNG 48" 48" 481" 48j" 16.00 NO G W97 4050 SH FRAME SINGLE HUNG 48" 60" 481" 60" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) SURFACE OF THE EXTERIOR WALL FINISH OR WATER TILE WALK-IN RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 F. A. OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 15 PANTRY AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, W O7 MIN. STAIR HANDRAIL HEIGHT = 34" SNC�W26 DOOR SCHEDULE NCTES: 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 O SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ■ III w U • .��I MECHANICAL ENGINEERS DRAWINGS AND - . RANGE HOOD VENTED TO EXTERIOR AND . CODES AND AUTHORITIES HAVING JURISDICTION • LIQ G _J Q JOU 0 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 9'-2" w 0 4'-11 1?m} 8'-0" 2'-10" W I- F - FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS J c� MANUFACTURER. (SEE STRUCTURAL ENGINEERS LE w m NAILING SCHEDULE) PROVIDE DRAFT STOPPING _ to z p 0 w N O UNDERLAY UNDER RESILIENT AND WOOD F- J FLOORING RE RATED DOOR W H J Q c U EXPOSED BUILDING FACE Z Q of O = ~ 2 U Y U =d = CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH O 18 W _ _ ? W Ii w to O z O1 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS STRUCTURAL ENGINEERS SPECIFICATIONS 1 A 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS LLI LL F- } 2 STRAPPING AT 24" O.C. T -NAILED INTO AC BLOCK. FI -FOIL AA -2 VAPOR SHIELD TEMP GLASS 1/2 FRENCH 1 B O 3'-0" 6'-8" 1 R4 INTERIOR DRYWALL FINISH, TOTAL R -VALUE W58 9 LITE, TRANSOM / ELEV � 0 Z) 0 FLANGE FLANGE TEMP GLASS FULL FRENCH 0 Q 1C O 3'-0" 6'-8" 1 R4 1 15 LITE, TRANSOM / ELEV SPEC. 00 r 00 TEMP GLASS 1/2 FRENCH 1 D O 3 -0" 8'-O" 1 R4 DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. 12 LITE, TRANSOM / ELEV NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED ELEC SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS TEMP GLASS FULL FRENCH 1E O 3'-0" 8'-0" 1 R4 K 18 LITE, TRANSOM / ELEV PROTECTED) OVER SUBFASCIA. O2 2'-8" 6'-8" 1 UNCONDITIONED SPACES APPROVED HOUSE INTERIOR DOOR 8' CLG. TYP. 2'-8" 8'-0" 1 WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 TI LE D1 INTERIOR DOOR 8' CLG. TYP. 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 2'-6" 8'-0" 1 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 INTERIOR DOOR 9CLG. TYP. R702.4.2 ® 2'-4" 6'-8" 1 6'-10" INTERIOR DOOR 8' CLG. TYP. � 2'-4" 8'-0" 1 AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 STRUCTURAL ENGINEERS SPECS. GATHERING ROOM INTERIOR DOOR 8' CLG. TYP. Si„ 2'-0" 8'-0" 1 WINDOW = 5.7 Sq. Ft. r- M INTERIOR DOOR 9' CLG. TYP. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE © 2'-2" 6'-8" 1 FLUSH BREAKFAST 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED INTERIOR DOOR 8' CLG. TYP. 2'-2" 8'-0" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. -- BAR O7 1'-6" 6'-8" 1 FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING O INTERIOR DOOR 8' CLG. TYP. MIN. TREAD = 10" = 44" ABOVE FLOOR 1'-6" 8'-0" 1g" INTERIOR DOOR 9' CLG. TYP. MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) 8 1'-10" 6'-8" 1 $" �1DW� r T� INTERIOR DOOR 8' CLG. TYP. O 3'-O" 8'-0" 1 R4 MIN. STAIR WIDTH = S -O" FINISHED FLOOR FOR WINDOWS TEMP GLASS FRENCH 1 LT I; m I N E "7 r m I 0 3'-5" 1 I M 1B2 SEE 2ND FLOOR i" 3'-2j" -0' 8'-6" (§3,)FOYER STOP & DROP • GARAGED ¢m Np I w a- 0 w 0 I] 18'-O2" 16'0"} 7'0" O.H. GARAGE DOOR 16'-0" 19'-6" GROUND FLOOR PLAN 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. COUNTERTOP KITCHEN - CABINET FINISHED PAI Iol 1'-7" 4" A O 2 3'-4" 1'-2" 2'-2" rIN K I TC H E N SCALE 2:1 51 FLUSH 40" BREAKFAST BAR SECTION SIN d I N TEMPERED GLASS ABOVE THR COI M1 TOTAL A/C AREA 1732 SF UNLESS NOTED OTHERWISE (U.N.O.) ALL 389 SF 12 SF TOTAL AREA mm ♦ �L�� O SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ■ III 28'-0" • .��I MECHANICAL ENGINEERS DRAWINGS AND - . RANGE HOOD VENTED TO EXTERIOR AND . CODES AND AUTHORITIES HAVING JURISDICTION • LIQ G _J Q JOU 0 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 9'-2" SPECIFICATIONS 4'-11 1?m} 8'-0" 2'-10" W I- F - FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS J SPECIFICATION OVER 7/S" THICK PRIMED 3 APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS LE COAT CEMENTITIOUS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING _ O EVERY 1000 S.F. BRACING IN ACCORDANCE WITH TPI/WTCA SCSI. (1/4') PANEL TYPE - • VIDE 45 MIN. k .. UNDERLAY UNDER RESILIENT AND WOOD o SHEATHING, 2x4 STUDS ® 16" O.C. FLOORING RE RATED DOOR 10'-0" MAX. HEIGHT (SEE STRUCTURAL QUO a0� p < m ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE - 17 INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE N OQ RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" = CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH O 18 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 Of J 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 C) 0 STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT 1 OF WALL. 1x2 PRESSURE TREATED LLI LL F- } 2 STRAPPING AT 24" O.C. T -NAILED INTO AC BLOCK. FI -FOIL AA -2 VAPOR SHIELD 1' 2 0 � M REFLECTIVE INSULATION (R-4.1), 1/2" 19 W58 INTERIOR DRYWALL FINISH, TOTAL R -VALUE W58 � 0 Z) 0 FLANGE FLANGE 8080 PATIO DOOR 0 Q SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 1 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. O SPEC. 00 r 00 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR PROPOSED K DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED ELEC SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR METER LOC K 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 C T DINING WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION I TI LE D1 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH is TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 IINI INTERIOR STAIRS -SITE BUILT FBC 2010 6'-10" 1 � 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) IN TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. GATHERING ROOM 0 Si„ A WINDOW = 5.7 Sq. Ft. r- M CARPET MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. FLUSH BREAKFAST 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED 1 2 DOWN AS REQUIRED GLUED AND NAILED. OPENING - 24" e MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE N -- BAR 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING O MIN. TREAD = 10" = 44" ABOVE FLOOR 7--, MAX. NOSING = 1 1/4 MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) M FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, �1DW� r T� 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 -O" FINISHED FLOOR FOR WINDOWS 1'-11„F2.-124'1 I FOR WINDER STAIRS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING N co G T KITCHEN `- J INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6' ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE i� SURFACE OF THE EXTERIOR WALL FINISH OR WATER TILE WALK-IN RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 F. A. OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR 15 PANTRY AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, W O7 MIN. STAIR HANDRAIL HEIGHT = 34" SNC�W26 O MAX. STAIR HANDRAIL HEIGHT = 38" - ----T?U0__) MIN. INTERIOR GUARD HEIGHT = 36" za +1N WD_J MIN. EXTERIOR GUARD HEIGHT = 36" E1HWT b MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING I I NN MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) t. I LE 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 L ---J SPECIFICATIONS. HANDRAILS TO TERMINATE OF 1/4" IN WIDTH 14 TO WALL OR NEWEL POST PER FBC )1 in MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS 2 SECTION 402 COMPLIANCE PRODE WALLS BACKING ONTO ATTIC PAN 8 WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE T C SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) UND HWT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 _ E "7 r m I 0 3'-5" 1 I M 1B2 SEE 2ND FLOOR i" 3'-2j" -0' 8'-6" (§3,)FOYER STOP & DROP • GARAGED ¢m Np I w a- 0 w 0 I] 18'-O2" 16'0"} 7'0" O.H. GARAGE DOOR 16'-0" 19'-6" GROUND FLOOR PLAN 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. COUNTERTOP KITCHEN - CABINET FINISHED PAI Iol 1'-7" 4" A O 2 3'-4" 1'-2" 2'-2" rIN K I TC H E N SCALE 2:1 51 FLUSH 40" BREAKFAST BAR SECTION SIN d I N TEMPERED GLASS ABOVE THR COI M1 TOTAL A/C AREA 1732 SF UNLESS NOTED OTHERWISE (U.N.O.) ALL 389 SF 12 SF TOTAL AREA mm ♦ �L�� 11=1101 SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ■ III ENGINEERS DRAWINGS AND SPECIFICATIONS, • .��I MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FEC -M1503) . RANGE HOOD VENTED TO EXTERIOR AND . CODES AND AUTHORITIES HAVING JURISDICTION • LIQ MICROWAVES LOCATED ABOVE A COOKING 0 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 SPECIFICATIONS N C)f Q J W U FRAME WALL CONSTRUCTION (2x4) O CEMENTITIOUS FINISH 16 • O FOYERTI FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS J SPECIFICATION OVER 7/S" THICK PRIMED 3 APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS LE COAT CEMENTITIOUS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING _ BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE WITH TPI/WTCA SCSI. (1/4') PANEL TYPE - • VIDE 45 MIN. k .. UNDERLAY UNDER RESILIENT AND WOOD o SHEATHING, 2x4 STUDS ® 16" O.C. FLOORING RE RATED DOOR 10'-0" MAX. HEIGHT (SEE STRUCTURAL p < m ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE - 17 INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE N OQ RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" = CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH O 18 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER 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 I17•�� OF WALL. 1x2 PRESSURE TREATED • STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL E "7 r m I 0 3'-5" 1 I M 1B2 SEE 2ND FLOOR i" 3'-2j" -0' 8'-6" (§3,)FOYER STOP & DROP • GARAGED ¢m Np I w a- 0 w 0 I] 18'-O2" 16'0"} 7'0" O.H. GARAGE DOOR 16'-0" 19'-6" GROUND FLOOR PLAN 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. COUNTERTOP KITCHEN - CABINET FINISHED PAI Iol 1'-7" 4" A O 2 3'-4" 1'-2" 2'-2" rIN K I TC H E N SCALE 2:1 51 FLUSH 40" BREAKFAST BAR SECTION SIN d I N TEMPERED GLASS ABOVE THR COI M1 TOTAL A/C AREA 1732 SF UNLESS NOTED OTHERWISE (U.N.O.) ALL 389 SF 12 SF TOTAL AREA mm LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 11=1101 SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & ■ BOJ 1MEN No ENGINEERS DRAWINGS AND SPECIFICATIONS, SECOND FLOOR PLAN AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA CONSTRUCTION NOTES (Unless Otherwise Noted) TOTAL A/C AREA 1732 SF UNLESS NOTED OTHERWISE (U.N.O.) ALL 389 SF 12 SF TOTAL AREA CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 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 RANGE HOOD VENT (FEC -M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING JURISDICTION EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS. THESE MICROWAVES LOCATED ABOVE A COOKING 0 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 SPECIFICATIONS N C)f Q J W U FRAME WALL CONSTRUCTION (2x4) O CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED -I Z Q FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS J SPECIFICATION OVER 7/S" THICK PRIMED 3 APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS F- Q j COAT CEMENTITIOUS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING _ BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE WITH TPI/WTCA SCSI. (1/4') PANEL TYPE Q N J d HOUSE WRAP, 7/16" OSB EXTERIOR TO UNDERLAY UNDER RESILIENT AND WOOD o SHEATHING, 2x4 STUDS ® 16" O.C. FLOORING 0 } 10'-0" MAX. HEIGHT (SEE STRUCTURAL p < m ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE L` w 17 INSULATION, 1/2" INTERIOR DRYWALL FINISH. O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE N OQ RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" = CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH O 18 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS 1 3 BEARING PARTITIONS 2x4 SPF#2 ® 16" O.C. O SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. r PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 O ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS, 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 O21 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) IN TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 0 MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2. TREADS SHALL BE 2x12 SPF#2 RIPPED # WINDOW = 5.7 Sq. Ft. M DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING - 24" e MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE N 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING O MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4 MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM - 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S -O" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" I FOR WINDER STAIRS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING N 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 1 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBG 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201, O7 MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 R613.8.1 'IN MIN. EXTERIOR GUARD HEIGHT = 36" b FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) 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 14 TO WALL OR NEWEL POST PER FBC )1 R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF 8 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 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 WASPLL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE O THE NRC LABEL PROVIDING U -VALUE & SHGC TO 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY GARAGE WITH LIVING SPACE ABOVE & 1/2" INSPECTION. DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH, AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 718- CEMEN TI TIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMEN TITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSTITUTE INC. (ANSI Z765-2003) INSULATION BACKING. AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 22EA 707 SF 1025 SF TOTAL A/C AREA 1732 SF GARAGE PORCH 389 SF 12 SF TOTAL AREA 2133 SF M No.l Revision I Date I 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 must be returned upon request. QWUMA ESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudlos.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 'A' LOT 49 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet FIRST FLOOR PLAN & NOTES Title Drawn CHRIS BERGERON Checked TF By By Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 1.1A Na 10025_ORTH22E 7 6:12 0 _� . . ..; I . . .. . ... : ... . . .. : .. • 6 12 0 1"x6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) DECORATIVE ARCHED EGRESS IIS I I II WINDOW HEADER W/ SMOOTH CEMENTITIOUS I ELANKAGE ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 66.04 SQ. FT. 1'-8" Ilk VARIES 3"• 7" ,34" SCALE 2:1 10" WIDTH `v 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER VARIES SCALE 2:1 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 96"x96" PATIO DOOR r•> f SMOOTH CEMENTITIOIJS v 0 I � in L� r I CV r� IZ> 1,_2„ 4> FINISH (TYP) 3/4" RECESS �t SCALE 2:1 20"x60" PREFORMED STUCCO 1/2" CEMENTITIOUS FINISH —OVER BLOCK WALL (GROUND FLOOR TYP.) All 1"x4" RAISED TRIM OVER SCORED BAND BOTH WITH SMOOTH I71"x(5" CEMENTITIOUS FINISH —15"x3" PREFORMED STUCC(�- lip WATER TABLE (SEE DETAIL) VARIES 3"• 7" ,34" SCALE 2:1 10" WIDTH `v 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER VARIES SCALE 2:1 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 1/2" 2 �1 /2" 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. Z 00 It 2'-4" ( :�)SECTION PORCH 'A' THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE DECORATIVE POLYURETHANE LOUVER SPECTIS No. LCRT1632 16"Wx32"Hxl %" PROJ. DECORATIVE FLAT WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH ASPHALT SHINGLES 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 MI C I u 96"x96" PATIO DOOR r•> f I (V 0 I � in L� r I CV r� IZ> 1,_2„ 4> 3/4" RECESS �t SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS 1/2" 2 �1 /2" 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. Z 00 It 2'-4" ( :�)SECTION PORCH 'A' THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE DECORATIVE POLYURETHANE LOUVER SPECTIS No. LCRT1632 16"Wx32"Hxl %" PROJ. DECORATIVE FLAT WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH ASPHALT SHINGLES 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 MI C I u REAR ELEVATION 'A' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 142.00 SQ. FT. FOYER STAIRWELL B SLOPED KNEEWALL GUARD ON STAIR .0. i 00 I UN UI- WINUUW 0Yl- 6" WIDE SCORED WINDOW O SURROUND W/ SMOOTH " CEMENTITIOUS FINISH O O 1/2" CEMENTITIOUS FINISH OVER BLOCK oo WALL A,C FIN. GROUND FLR., STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS © 7 9/16" EACH= 10'-8 3/4" 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS FIN. GRADE 00 No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I GN 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. UADRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. MSM 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 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 'A' LOT 49 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION DrawnCHRIS BERGERON Checked By By TF Scale 1/4"=1 1-011 Sheet No. Date MAY 2013 Project No. 10025 1.2A N'o 10025_ORTH22E 96"x96" PATIO DOOR REAR ELEVATION 'A' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 142.00 SQ. FT. FOYER STAIRWELL B SLOPED KNEEWALL GUARD ON STAIR .0. i 00 I UN UI- WINUUW 0Yl- 6" WIDE SCORED WINDOW O SURROUND W/ SMOOTH " CEMENTITIOUS FINISH O O 1/2" CEMENTITIOUS FINISH OVER BLOCK oo WALL A,C FIN. GROUND FLR., STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS © 7 9/16" EACH= 10'-8 3/4" 16 TREADS @ 10" EACH TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS FIN. GRADE 00 No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I GN 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. UADRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. MSM 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 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 'A' LOT 49 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION DrawnCHRIS BERGERON Checked By By TF Scale 1/4"=1 1-011 Sheet No. Date MAY 2013 Project No. 10025 1.2A N'o 10025_ORTH22E BUILDING SECTION SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. L- r6685 Arroyo Dr. Melbourne FL, 32940 .1 D E S I G N TEL: (3 21) 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. UA j DP DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 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 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 'A' LOT 49 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Shee Title t BUILDING SECTION Drawn CHRIS BERGERON Checked By By TF Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 1.3A No 10025_ORTH22E ELEC. METE[ CEI MO LIG n /n inrr., GROUND FLOOR ELECTRICAL PLAN �L•l]l J CV Q I v CL C /L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH SECOND FLOOR ELECTRICAL PLAN ELECTRICAL LEGEND $ 2 WAY SWITCH (50' HIGH TO CA) $3 3 WAY SWITCH (50' HIGH TO CA) \ STD. LIGHT FIXTURE 4 4 WAY SWITCH BRACE & PRE -WIRED (50' HIGH TO CA) DIMMER SNATCH FOR FUTURE CEILING FANO (50' HIGH CCA) 110V OUTLET (16" HIGH TO CA WALL -MOUNTED) CAPPED ROUGH -IN CEILING O MOUNTED LIGHT $ 110V SPLIT OUTLET -SWITCHED (16" HIGH TO CA WALL -MOUNTED) LIGHT FIXTURE (CEILING MOUNTED)� 110V OUTLET OVER COUNTERS �QG PULL CHAIN LIGHT FIXTURE (42' HIGH WALL -MOUNTED) -11f- (CEILING MOUNTED)�Q 110V OUTLET �Q WATER PROOF (SHOWER RECESSED LIGHT) WATERPROOF (EXTERIOR WALL -MOUNTED) IIOV OUTLET VAPOR PROOF G -{T}- (BATHRM. CEILING MOUNTED) GROUND FAULT CIRCUIT INTERRUPTER $ DEDICATED FOR RECESSED CANNED LIGHT DISHWASHER OR DI DISPOSER OR (CEILING MOUNTED) MICROWAVE HEAVY DUTY OUTLET FLUORESCENT LIGHT C NOB NO BOX 0 BLOCK WALL (CEILING MOUNTED) (10" HIGH TO CA) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) V (12" HIGH) EXHAUST FAN, REFER TO TV❑ CABLE T.V. JACK CONSTRUCTION NOTE 0 (12" HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC, NOTE Ye, O- THERMOSTAT JAR LAMP P-❑ PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) OS SPEAKER WIRE n FLOOD LIGHT I- SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TD FBC 2010. R313.) MSA 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, MCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS. COMBINATION SMOKE ALARM &CARBON MONOXIDE DETECTOR 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 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 i �O/ TRANSFER VENT C _ 3" PLUMBING (TOILET) k — J C= _ zll� 2" PLUMBING DRAIN r- — - SHOWER, SINK) Q (BATH, / I I IC "I SUPPLY OUTLET LIL J CEILING RETURN AIR VENT MAIN SUPPLY AIR FLEX c = - ' RETURN AIR VENT ON WALL y r---1 �\ 1 RETURN AIR FLEX I I REDUCTION BOX DUCT �y L_ _J n FLEX SUPPLY DUCT \ TRIANGLE / END BOX / / REDUCER V EXHAUST FOR GAS FUELED AIR__ _ C EXHAUST FOR DRYER OR STOVE -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 BE PIPED OUTSIDE WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 120F (49'C) IN ACCORDANCE WITH FBC-P2708.3 4) CLEANOUTS SHALL BE PROVIDED O BASE OF STACK & ® 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. 8) 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 ALUMINUM—/DI C. SERVICE CABLE GENERAL ELECTRICAL NI nTF'c. 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN INTENT ONLY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. ELECTRIC AND GAS METERS SHALL BE IN NON-OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS, 3. PANEL BOX SHALL BE SIZED TO ACCOMMODATE ALL CALCULATED LOADS AND SHALL PROVIDE FOR A MINIMUM OF EIGHT SPARES. 4. PROVIDE SERVICE AS REQUIRED FOR ALL APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, FREEZER, DISH WASHER, DISPOSAL, COOK TOP, VENT HOOD, OVEN, WASHER, DRYER, HVAC EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) 5. GENERAL CONTRACTOR AND ELECTRICAL SUBCONTRACTOR SHALL "WALK THROUGH" PRIOR TO INSTALLATION AND VERIFY THAT DESIGN INTENT IS MAINTAINED. NOTIFY CONTRACTOR SHOULD ANY CONFLICT ARISE. 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT NOT INTERSECTING ANY DOOR/WINDOW TRIM. VERIFY TRIM SIZE AND SELECTION IN ALL CASES, GROUPED SWITCHES SHALL ALIGN AND BE MOUNTED AS CLOSE AS POSSIBLE. SEE DIAGRAMS, THIS SHEET. 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, SHOWER, ETC.) SHALL BE G.F.I. TYPE AS REQUIRED BY CODE, 8. LIGHT FIXTURES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THAT SHOWN ON THIS PLAN. FIXTURES SHALL ALIGN OR CENTRE ON EACH OTHER OR WITH ADJACENT ARCHITECTURAL ELEMENT. CO-ORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC GRILLES SO THAT THEY ALIGN OR AT LEAST ARE SYMMETRICAL WITH EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR TO INSTALLING FINISH WALL MATERIALS. 9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR SECURITY LIGHTS BE DESIRED. IF DESIRED, VERIFY TYPE OF FIXTURE, LOCATION AND REQUIRED SWITCHING. 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE AND ALL EXTERIOR LIGHTING CIRCUITS AND SWITCHES. 11. FIELD VERIFY LOCATION OF ALARM SYSTEM WITH CONTRACTOR. 12. PHONE SYSTEM: SEE OUTLET LOCATIONS AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. 13. CABLE TV: SEE OUTLET LOCATIONS AND FIELD VERIFY WITH CONTRACTOR. 14. SMOKE DETECTORS: ALL DETECTORS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL DETECTORS SHALL BE LOCATED AND INSTALLED PER APPLICABLE CODE AND PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL 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 UDERGROUND E No.1 Revision I Date By CONSTRUCTION DOCUMENTS TLTF 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. iJ1MDRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. 105M 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: fnfo@quadradesignstudlos.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 'A' LOT 49 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES By CHRIS BERGERON Byecked TF Scale1 /4'-1'-0" Sheet No. Date MAY 2013 Project No. 10025 1AA No 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 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. 0 X�Z I I I I 1 of 0 J Q O �� w U UP 17R Z J 2 3'-5" oXm UJ z O I I I = 2 Wi = V) PP�YOVIDEAN N_ F-- O o U w Z U Cr v w 0 J m J Z w _ w _ z Z ¢ w J ¢ 0 3:a Z cn wLLJ z F W O OJ of ¢ o� a S 0¢ _U Q 5i Q Z J a w F- C3 F- CD S Fw O UJ V) Oz ig: � O :DZ 6'-8" 1 Z B LABEL g FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 264" 508" 274" 508" 9.32 NO W22 1H5SH BLOCK SINGLE HUNG 26J' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 3'-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 60J" 11.67 NO W28 2460 SH FRAME SINGLE HUNG 28" 72" 284" 724" 14.00 NO W51 24 SH BLOCK SINGLE HUNG 37" 501" 37J" 508" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 37J" 63" 16.19 YES ® W53 26 SH BLOCK SINGLE HUNG 37" 72" 37J" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27J" 47J" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36J" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 60J" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 2'-2" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48J" 508" 16.88 NO 1 W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48J" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48J" 72" 24.00 YES INTERIOR DOOR 8' CLG. TYP. W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 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 Z� 0 X�Z I I I I 1 of 0 J Q O �� w U UP 17R 1" J 2 3'-5" oXm 6 � 11111 I I I PP�YOVIDEAN w UNDER- - - - - - - - - -- Hilve-'r WASHER 0 LAUND Y & DRYER OX - -11 M cn Z cn F- J W O OJ Q ¢ ~ O _U Q cY� w w J F- C3 O S Z Qf L� UJ V) Oz O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1B 3'-0" 6'-8" 1 R4 TEMP GLASS 1/2 FRENCH 9 LITE, TRANSOM / ELEV 1C 3'-0" 6'-8" 1 R4 TEMP GLASS FULL FRENCH 15 LITE, TRANSOM / ELEV 1D O 3'-0" 8'-0" 1 R4 TEMP GLASS 1/2 FRENCH 12 LITE, TRANSOM / ELEV 1E 3'-0" 8'-0" 1 R4 TEMP GLASS FULL FRENCH 18 LITE, TRANSOM / ELEV 0 2'-8" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 2'-8" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 8" INTERIOR DOOR 8CLG. TYP. ® 2'-6" 8'-0" 1 J" INTERIOR DOOR 9' CLG. TYP. D 2'-4" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 18 1-01 1 8" INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG, TYP. © 2'-2" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP. 6� 2'-2" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. O7 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. ® 1'-10" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. O 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 1 LT I M O 28'-0" N U J J0 U 3'-0�" 10'-0" 4,_6 8'-0" 2'-5" m FL w F- �w� Qva U0 d0 OU J 1 Oar � F- AC - } ,o, C 3� 2 a X m W58 W58 �p 0 = V) FLANGE FLANGE8080 PATIO DOOR �� X O N C5 2 .¢ 1 D1 D1 TPIENING r2-cl' GATHER CARPET 0 Nv J O ¢ cO JJU 3mFL • ' 'HEAPROPM } • w� 34 SF 403 SF W 0_J r)Z0) Z� 0 X�Z I I I I 1 of 0 J Q O �� oa UP 17R 1" J 2 3'-5" oXm 6 � 11111 I I I lionMon 1EmiIWm O a HWT 1 p ROVIDE PAN 1' 21UNDER HWT 2 " P„9 4'-2- 04,_52,> 2,_1„ 8„ 2 o - PORCH C 4 BELOW FIN. FLR - PROVIDE 45 MINUTE FIRE RATED DOOR w/ RATED JAMB, SILL AND CLOSER FLUSH BREAKFAST BAR I I. DW I I I KITCHEN TILE I r- F -� r--15-� I I S- I ---I L - - - J II B 12'-12" GARAGED M J Q w w J iJ 1 D1 ELECTRIC A PANEL O XX /-T 2 N PROPOSED ELEC 16'0"<7'O" O.H. GARAGE DOOR METER LOC LINE OF CANTILEVERED 2 FLOOR ABOVE ll PRECAST STUCK TI' -3'1 5'-4" 1'-7" 1'-11" I STONE VENEER 16'-0" MM 1 28'-0" .3- - GROUND FLOOR PLAN E2 FOYER STOP & DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. COUNTER KITCHEN CABINET FINISHED 1'-7" 3'- 4" 1'-2" 2'-2" K I TC H E N SCALE 2:1 (�c-z 1FLUSH 40" BREAKFAST BAR SECTION 4" 2 -IN O T N O It • ' 'HEAPROPM 1 Ili • 1 34 SF 403 SF TOTAL AREA 2113 SF STORAGE I I I I 1 0 l I I 1 M,STER BEDROOM CARPET I 1" I I I I 40_ 1- 15'-10' �2 2 3'-5" I I I I I I 1EmiIWm O a HWT 1 p ROVIDE PAN 1' 21UNDER HWT 2 " P„9 4'-2- 04,_52,> 2,_1„ 8„ 2 o - PORCH C 4 BELOW FIN. FLR - PROVIDE 45 MINUTE FIRE RATED DOOR w/ RATED JAMB, SILL AND CLOSER FLUSH BREAKFAST BAR I I. DW I I I KITCHEN TILE I r- F -� r--15-� I I S- I ---I L - - - J II B 12'-12" GARAGED M J Q w w J iJ 1 D1 ELECTRIC A PANEL O XX /-T 2 N PROPOSED ELEC 16'0"<7'O" O.H. GARAGE DOOR METER LOC LINE OF CANTILEVERED 2 FLOOR ABOVE ll PRECAST STUCK TI' -3'1 5'-4" 1'-7" 1'-11" I STONE VENEER 16'-0" MM 1 28'-0" .3- - GROUND FLOOR PLAN E2 FOYER STOP & DROP PTD. MDF TRANSOM PANEL ABOVE TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. COUNTER KITCHEN CABINET FINISHED 1'-7" 3'- 4" 1'-2" 2'-2" K I TC H E N SCALE 2:1 (�c-z 1FLUSH 40" BREAKFAST BAR SECTION 4" 2 -IN O T N O It SECOND FLOOR PLAN CONSTRUCTION NOTES (Unless Otherwise Noted UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 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 RANGE HOOD VENT (FBC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING JURISDICTION O EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 N Q FRAME WALL CONSTRUCTION (2x41 SUBFLOOR AND FLOOR TRUSSES J w U O CEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED _J z_ a FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS ¢ -J F- SPECIFICATION OVER 7 8 THICK PRIMED 3 ~ COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS r w r� GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING Z BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE ¢ N � HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE o O UNDERLAY UNDER RESILIENT AND WOOD .. SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING C) } 10'-0" MAX. HEIGHT (SEE STRUCTURAL O ¢ J ENGINEERS SPECIFICATIONS) R13 BATT -� It m INSULATION, 1 2' INTERIOR DRYWALL FINISH. 17 EXPOSED BUILDING FACE w w / EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE z O � IS LESS THAN 3'-0" N = ¢ CONCRETE BLOCK CONSTRUCTION - D CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. n PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION n 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT, NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE 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 FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 31R 1.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) v TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM `r 2.) TREADS SHALL BE 2x12 SPF# 2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.7 Sq. Ft. O MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE �► WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4 MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH - 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN, WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN, WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN, INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 R613.8.1 V MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) 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 R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FOC 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 OSPACE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY 3 GARAGE WITH LIVING SPACE ABOVE & 1/2" INSPECTION. DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT, sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (,,,HERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH, 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE 13 ATTIC ACCESS (FBC-R8071 MEASURED TO EXTERIOR SURFACE OF ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELENA TION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) /9 AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA EGRESS EGRESS TOTAL A/C AREA �- --------------- COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2113 SF - - - - - - - - - - - -- I I I I I I 1 0 l I I 1 M,STER BEDROOM CARPET I 1" I I I I 40_ 1- 15'-10' �2 2 3'-5" I I I I I I PP�YOVIDEAN UNDER- - - - - - - - - -- Hilve-'r WASHER LAUND Y & DRYER OX - -11 SECOND FLOOR PLAN CONSTRUCTION NOTES (Unless Otherwise Noted UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 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 RANGE HOOD VENT (FBC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING JURISDICTION O EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 N Q FRAME WALL CONSTRUCTION (2x41 SUBFLOOR AND FLOOR TRUSSES J w U O CEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED _J z_ a FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS ¢ -J F- SPECIFICATION OVER 7 8 THICK PRIMED 3 ~ COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS r w r� GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING Z BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE ¢ N � HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE o O UNDERLAY UNDER RESILIENT AND WOOD .. SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING C) } 10'-0" MAX. HEIGHT (SEE STRUCTURAL O ¢ J ENGINEERS SPECIFICATIONS) R13 BATT -� It m INSULATION, 1 2' INTERIOR DRYWALL FINISH. 17 EXPOSED BUILDING FACE w w / EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE z O � IS LESS THAN 3'-0" N = ¢ CONCRETE BLOCK CONSTRUCTION - D CEMENTITIOUS FINISH O 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK, FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC, AND INSTALLED PER MANUFACTURERS FOR 2 STORIES TO 10'-0" MAX HEIGHT. n PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION n 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT, NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE 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 FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 31R 1.7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) v TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM `r 2.) TREADS SHALL BE 2x12 SPF# 2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.7 Sq. Ft. O MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE �► WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4 MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH - 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN, WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN, WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812, RECOMMEND SIKA 201. MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN, INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 R613.8.1 V MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) 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 R311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FOC 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 OSPACE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY 3 GARAGE WITH LIVING SPACE ABOVE & 1/2" INSPECTION. DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT, sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM 11 (,,,HERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMENTITIOUS FINISH CLOTHES DRYER VENT (FBC-M1502) OR SIDING) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH, 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE 13 ATTIC ACCESS (FBC-R8071 MEASURED TO EXTERIOR SURFACE OF ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENTITIOUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELENA TION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) /9 AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21A 651 SF 1025 SF TOTAL A/C AREA 1676 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2113 SF No.1 Revision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. T LF 6685 Arroyo Dr. Melbourne FL, 32940 C TEL. (321) 288-6274 a SISI /'� se vlr N building 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 DP A DESIGN STUDIOS INC. 2171 Avenue Road, Sutte 302, Toronto, Ont. M51M 464 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 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 ORTH21 ELEVATION 'A' LOT 48 Copyright & Copy; © 2009 Quadra Design Studios Inc. Shee Title t FIRST FLOOR PLAN & NOTES By Drawn CHRIS BERGERON Checked TF Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 2.1A FilNo. 10025_ORTH21 1 DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 1"x6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) 2-20"x60" PREFORMED STUCCO LOUVERED SHtTTE (SEE DETAIL) 1"x6" RAISED SILL W/ SMOOTH CEMENTITIOUS — FINISH (TYP) 12"x12"x1" SQUARE RAISED DETAIL W/ SMOOTH CEMENTITIOUS FINISH (TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH CEMENTITIOUS FINISH 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) 6:12 6:12 1/2" CEMENTITIOUS FINISH OVER NEI BLOCK WALL IFE JI. (GROUND FLOOR TYP.) 1111111 IN 111 5"xY PREFORMED STUCCO WATER TABLE (SEE DETAIL) LL/1 PRECAST STUCK -ON Raw i — STONE VENEER FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 75.32 SQ. FT. r7 =1N I O I �t SIN M 3/4" RECESS -1 SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 8:12 11"x6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) 7/8" CEMENTITIOUS FINISH OVER SHEATHING 1"x6" RAISED TRIM W/ SMOOTH CEMENTITIOUS FINISH 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) ELECTRIC METER NICHE (SEE "S1") 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER WALKWAY ELEV. ELECTRIC METER NICHE ON GARAGE WALL 2'-4" \\ RIDGE LINE FOR ELEV. 'B' ASPHALT SHINGLES CD I I 00 I� 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) 'A' 96"x96" PATIO DOOR ELEVATION 'A' 'A' REAR ELEVATION 'A' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. A PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE /2" NOM. STUCCO LASTER FINISH :LECTRIC METER JICHE THICK CMV DIA. CONDUIT TO N THROUGH CMU ILLOW CORE 61 I d ASC FIN. GROUND FLOOR FIN. GRADE 00 40" HIGH KNEEWALL r W/ PAINTED WOOD I I CAP I I I I I I. x l \ 7 I I I -----�--------- �- P R 0 VI bt -,54 " TYPERYW;LX"" SLOPED , 6' -8 MIN. CEILING �L NDERSTAIRS �� ��\ HEADROOM 1 40" HIGH SLOPED II g KNEE WALL W/ PTD. = I 7 PINE CAP J I I L � J ¢ I I �7 7 XE-I-I � I 0I I SLOPED L , ' x " 0 I ' x CEILING L, FOYER /STAIRWELL SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS ® 7 9/16" EACH= 10'-8 3/4" 16 TREADS Q 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 By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 i D E $ ,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. tDP DESIGNA STUDIOS INC. 2171 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 (I I , Ro Proje Namect LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'A' LOT 48 Copyright & Copy; 0 2009 Quadra Design Studios Inc. She Titleet ELEVATIONS & STAIR SECTION BY Drawn CHRIS BERGERON Byecked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 No. Project 10025 % 9A Noe 10025_ORTH21 1"x6" RAISED TRIM W/ SMOOTH CEMENTITIOUS 1 )BUILDING SECTION SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES No.1 Revision IDate 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 must be returned upon request. UA j DP DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 494 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 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 ORTH21 ELEVATION 'A' LOT 48 Copyright & Copy; © 2009 Quadra Design Studios Inc. sheet Title BUILDING SECTION Drawn CHRIS BERGERON Rhecked R.. TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 2.3A FilNo. 10025_ORTH21 GROUND FLOOR ELECTRICAL PLAN Rn C/L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH SECOND FLOOR ELECTRICAL PLAN ELECTRICAL LEGEND WAY SWITCH 2HI TO $3 3 WAY SWITCH (50" HIGH TO CA) STD. LIGHT FIXTURE $4 4 WAY SNATCH BRACE & PRE -WIRED $d (50" HIGH TO CA) DIMMER SWITCH FOR FUTURE CEILING FAN (50" HIGH TO CA) / \ � 110v ouTI.Er (16" HIGH TO CA. WALL -MOUNTED) O CAPPED ROUGH -IN CEILING MOUNTED LIGHT $ 110V SPLIT OUTLET -SWITCHED (16" HIGH TO CA WALL -MOUNTED) LIGHT FIXTURE 110V OUTLET (CEILING MOUNTED)p`L OVER COUNTERS PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) �Tr (CEILING MOUNTED) 110V OUTLET �Q WATERPROOF �Q WATER PROOF (EXTERIOR WALL -MOUNTED) (SHOWER RECESSED LIGHT) 110V OUTLET VAPOR PROOF GROUND FAULT CIRCUIT -{j}- (BATHRM. CEILING MOUNTED) INTERRUPTER 110V SINGLE OUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) MICROWAVE 220V HEAVY DUTY OUTLET FLUORESCENT LIGHT C NO BOX O BLOCK WALL _ . (CEILING MOUNTED) (10" HIGH TO CA) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) . (12" HIGH) EXHAUST FAN. REFER TO CABLE T.V. JACK CONSTRUCTION NOTE ye. (12" HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE se O THERMOSTAT JAR LAMP PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) O SPEAKER WIRE n FLOOD LIGHT SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FRC 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. NCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS, COMBINATION SMOKFALARM & CARBON MONOXIDE_ DETECTOR 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 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 C _ 1) 3" PLUMBING (TOILET) I[. J TRANSFER VENT 2" PLUMBING DRAIN (BATH, SHOWER, SINK) I �P� I CEILING RETURN AIR VENT I� SUPPLY OUTLET k- — J MAIN rL\ SUPPLY AIR FLEX C c = a RETURN AIR VENT ON WALL DUCT DMAIN UCT RETURN AIR FLEX I I REDUCTION BOX L . J —� FLEX SUPPLY DUCT N TR ANGLE LJ r� I % WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 2'-5 8'-0" 4,-62„ 10'-0" 3'-02„ iU7 U7 U G 11, LO O W U 0) 77 u 1 m0- 3A W57 W57 W57 W57 2 M 2 �y W58 W58 z W EQUIPPED WITH BACK DRAFT DAMPER. Ln ¢ 8080 PATIO DOOR FLANGE FLANGE D 2 _ L, DINING W� it O TILE rwv 511, 8'-5 " 18'-7�" 00 �` c=a Z ROOM 1-1 w CD 0 W J n' 0 Z :U J CARPET Z W W H I ❑] ¢ J ¢ H V) W z W 7 W � W n_ Z W � z E} '� U ZO U U_ O ¢ UL ¢ LL O O ¢ -7 z ¢ o o J OQ W ~ ~ 2'-8" = o V 0 Z z z EQUIVALENT THICKNESS. CONTRACTOR TO d O 2'-8" 8'-0" O R4 0 W g FOR 1 HR RATED WALLS :5- 3: 3::H I 15 I„ �-IN U N ❑ c TEMP GLASS 1/2 FRENCH I----, F- - -� j---- MA9 aL2 I 1 B 0 W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO N W21 1H4 SH BLOCK SINGLE HUNG 264" 50R" 274" 501" 9.32 NO R4 W22 1H5SH BLOCK SINGLE HUNG 26J' 63" 274" 634" 11.59 NO -2 W23 1H6 SH BLOCK SINGLE HUNG 261" 72" 274" 72" 13.25 NO VENTILATION W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO 3'-0" W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO 1 W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO W28 2460 SH FRAME SINGLE HUNG 28" 72" 284" 724" 14.00 NO INTERIOR DOOR 8' CLG. TYP. W51 24 SH BLOCK SINGLE HUNG 37" 501" 374" 501" 13.01 NO ® W52 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 W54 2440 SH FRAME SINGLE HUNG 27" 47" 1 274" 474" 08.81 NO FLOOR ABOVE W55 3040 SH FRAME SINGLE HUNG 36" 48" 36'4" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES V-6" W58 8 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 1 W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 484" 501" 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" 484" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60T -48J" 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 ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER U 2'-5 8'-0" 4,-62„ 10'-0" 3'-02„ iU7 U7 U G 11, LO O W U 0) MECHANICAL ENGINEERS DRAWINGS AND u 1 m0- 3A W57 W57 W57 W57 2 M 2 �y W58 W58 CODES AND AUTHORITIES HAVING JURISDICTION W EQUIPPED WITH BACK DRAFT DAMPER. Ln ¢ 8080 PATIO DOOR FLANGE FLANGE .� 1 D1 EGRESS EGRESS DINING W� it O TILE W 0 511, 8'-5 " 18'-7�" 57 16 SUBF100R AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED GATHERIN ROOM FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 0 C O CARPET mNz NAILING SCHEDULE) PROVIDE DRAFT STOPPING :U J CARPET pW I`__ (n OJ MASTER BEDROOM H I J )� >- I- W z O ¢ [IfU c 3 V) ¢ O ~ C� U r---� W J H C='1 0 _0 = H to Z EUn FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 Oz c C O 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS EQUIVALENT THICKNESS. CONTRACTOR TO 1A 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS I "Le) BLOCK. FI -FOIL AA -2 VAPOR SHIELD I 15 I„ �-IN U N ❑ c TEMP GLASS 1/2 FRENCH I----, F- - -� j---- MA9 aL2 I 1 B 0 3'-0" 6'-8" 1 4 R4 E2 TWH 9 LITE, TRANSOM / ELEV ---J L ---J I-� 2 I- ®I- �I = d N OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. z HIS W.I. FOR 2 STORIES TO 10'-0" MAX HEIGHT. TEMP GLASS FULL FRENCH 5�„ 1 C O 3'-0" 6'-8" 1 4 R4 M LOW I BI -FOLD r 6 15 LITE, TRANSOM / ELEV �uHAj DN 17R O1D 40, 1 4" R4 9�� -2 TEMP GLASS 1/2 FRENCH KNEEWAL „SC HEAD 0,OM F� 4'-10" 3'-0" 8'-0" pp �tlt� i [�:)28" CARPET 3 1 6 D1 12 LITE, TRANSOM /ELEV VENTILATION 21 r -I INO 160"x42' I `` x2 �OAKER ' N 1> STORAGE d I / HALF OF REQUIRED VENTILATION AT EAVE AND HALF EGRESS TEMP GLASS FULL FRENCH 8" 1E O 3'-0" 8'-0" 1 4 R4 D1 2'-11 3'-32" 4'-102„ '-6" TYPE "X" 18 LITE, TRANSOM / ELEV 6'-3" 0 2'-8" 6'-8" 1 1 3 28'-O" INTERIOR DOOR 8' CLG. TYP. 0 ® 2'-8" 8'-0" 1 FOYER TILE INTERIOR DOOR 9' CLG. TYP. 0 2'-6" 6'-8" 1 o w/ RATED JAMB, INTERIOR DOOR 8' CLG. TYP. TILE 2'-6" 8'-0" 1 1" INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 I 1 D1 18'-6" 8" INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1 4" PORCH INTERIOR DOOR 9' CLG. TYP. 4" BELOW -a. O5 2'-0" 6'-8" 1 PANEL A INTERIOR DOOR 8' CLG. TYP. 16'0"x7'0" O.H. GARAGE DOOR PROPOSED ELEC 2'-0" 8'-0" 1 LINE OF CANTILEVERED FLOOR ABOVE INTERIOR DOOR 9' CLG. TYP. 2 © 2'-2" 6'-8" 1 1'-7" 16'-0" [V-111" 1'-7" 5'-4" INTERIOR DOOR 8' CLD. TYP. © 2'-2" 8'-0" 1 .3 28'-0" INTERIOR DOOR 9' CLD. TYP, O7 V-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 1'-10" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. (9 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 1 LT 0 0 I It I N U J J C_ H W ¢ C= 0 C O O I- < � z XC 0.2: z D 28'-0" TOTAL A1C AREA J ¢ 28'-0" � J it I I UJ U 2'-5 8'-0" 4,-62„ 10'-0" 3'-02„ iU7 U7 U G 11, LO O U 0) MECHANICAL ENGINEERS DRAWINGS AND u 1 m0- 3A W57 W57 W57 W57 2 M 2 �y W58 W58 CODES AND AUTHORITIES HAVING JURISDICTION W EQUIPPED WITH BACK DRAFT DAMPER. Ln ¢ 8080 PATIO DOOR FLANGE FLANGE .� 1 D1 EGRESS EGRESS DINING W� it O TILE 511, 8'-5 " 18'-7�" 57 16 SUBF100R AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED GATHERIN ROOM FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 S1 T C O CARPET NAILING SCHEDULE) PROVIDE DRAFT STOPPING :U J CARPET I' ) ) 0 � MASTER BEDROOM HOUSE WRAP, 7/16" OSB EXTERIOR )� >- SHEATHING, 2x4 STUDS ®16" O.C. TO FLUSH B EAKFAST FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL c 3 51„ BAR _ _ -------- ?ofm z J OJ > I, 17 r---� ----- I I I -- ❑ >of D to WD /�- z� a 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF 2OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 ¢O �0 c C _PAN UNDER WASHER^ I PER UL ASSEMBLY U905. FBC TABLE 720.1(2) UP 17R LAUNDRY�- DRYER I I _ _ 7 -KN EQUIVALENT THICKNESS. CONTRACTOR TO G N KITCHEN OF WALL. 1x2 PRESSURE TREATED 6 I 0 - 0 TILE I "Le) BLOCK. FI -FOIL AA -2 VAPOR SHIELD I 15 I„ �-IN U N ❑ c _J 2 Q Q W I----, F- - -� j---- MA9 aL2 I ►- ;�, B LAUNDR- RATED CONTINUOUS FROM TOP OF MASONRY a� �� E2 TWH ---J L ---J I-� 2 I- ®I- �I = d N OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. z HIS W.I. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 5�„ ZII . 4 3 0 ¢II = II 4'-61" 3'-5„ 2,- „ 3,- ,I, 3'-11 1. 2„ 61. F'-7" 3'- " 5 PROVIDE PAN UNDER HWT O M LOW I BI -FOLD r 6 MASTER �~ 14 1 �uHAj DN 17R 10 40, ,. 12 -1 4t -2>P 9�� -2 ,> KNEEWAL „SC HEAD 0,OM F� 4'-10" BEDR OM 2 pp �tlt� i [�:)28" CARPET 3 1 6 D1 VENTILATION 21 r -I INO 160"x42' I `` x2 �OAKER ' N 1> STORAGE d I / HALF OF REQUIRED VENTILATION AT EAVE AND HALF EGRESS PROVIDE 8" MIRROR - - - - 1 GLASS ABOVE ARCH TOP ARCH I TUB 3 D1 2'-11 3'-32" 4'-102„ '-6" TYPE "X" 6'-3" OG A R A G E UNDER DRYWALL STAIRS 1 3 28'-O" 0 PROCc VIDE(NUTE FOYER TILE RATED DOOR o w/ RATED JAMB, TILE SILL AND CLOSER 1D I 1 D1 18'-6" 8" •4 2'-1" 4,-5j„d o 1'-71, 2 4" PORCH 4" BELOW -a. - FIN. FLR - ELECTRIC r• PANEL A 2 2 16'0"x7'0" O.H. GARAGE DOOR PROPOSED ELEC - I METER LOC LINE OF CANTILEVERED FLOOR ABOVE 2 2 PRECAST STUCK -ON - STONE VENEER 1'-7" 16'-0" [V-111" 1'-7" 5'-4" 1 .3 28'-0" 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 BDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. E2 FOYER STOP & DROP GROUND FLOOR PLAN 0 I M 3'- 4" 2'-2" 1'-2" C N (If W J Z < J �E� ¢ a = ¢ U) 0 �W O~ O¢ J of o= r - 28'-0" TOTAL A1C AREA J ¢ O I � U it I I UJ SPECIFICATIONS AND TO ADHERE TO THE 2010 14 iU7 U7 U G = M U n c MECHANICAL ENGINEERS DRAWINGS AND 1 m0- N ¢ W57 W57 W57 W57 c c CODES AND AUTHORITIES HAVING JURISDICTION EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS, THESE .� MICROWAVES LOCATED ABOVE A COOKING EGRESS EGRESS EGRESS EGRESS W� it O 1`7 - - - - - - - - - - - - - - - � I� �I ' U 16 SUBF100R AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS 0'3Z FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 I I P i �o 0 0 BEDROOM 3 NAILING SCHEDULE) PROVIDE DRAFT STOPPING :U J CARPET BARRIER PER ASTM C 1063 & APPROVED ) ) 0 � MASTER BEDROOM HOUSE WRAP, 7/16" OSB EXTERIOR )� >- SHEATHING, 2x4 STUDS ®16" O.C. TO I CARPET FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 51„ I I I " , „ 4,161„ I 3 -5 I -10 I ?ofm 4'-101" 4,-81„ 2,-1" 5; 17 w ----- I I I -- ol 21 I 7]1 C >of D to /�- BLOCK CONSTRUCTION - Erb PRO � 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF 2OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 i Q ¢J ----- _PAN UNDER WASHER^ N N -I PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER LAUNDRY�- DRYER & BOX I _ _ 7 -KN EQUIVALENT THICKNESS. CONTRACTOR TO �Ic N VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED co I 0 - 0 I "Le) BLOCK. FI -FOIL AA -2 VAPOR SHIELD I o BATH I TILE B I„ 2 HOUR SHAFT LINER SYSTEM PARTY WALL = 1I 17- ---� L_ II I 13 I _J 2 Q Q W SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8,61) LAUNDR- RATED CONTINUOUS FROM TOP OF MASONRY W26 LANGE x 0 1 UNTERTOP KITCHEN CABINET K I TC H EN SCALE 2:1 S1 FLUSH 40" BREAKFAST BAR SECTION PANEL 28'-0" TOTAL A1C AREA J ¢ COVERED PORCH GARAGE � U 4•_8.• 3,_6" 10'-0 3,-6 , 6,_3 - a SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & J G = M 3 1 3 D1 .3 D1 1 n c MECHANICAL ENGINEERS DRAWINGS AND 1 RANGE HOOD VENT (FBC-M1503) N ¢ W57 W57 W57 W57 c c CODES AND AUTHORITIES HAVING JURISDICTION EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS, THESE MICROWAVES LOCATED ABOVE A COOKING EGRESS EGRESS EGRESS EGRESS APPLINCE SHALL COMPLY WITH UL923 1`7 - - - - - - - - - - - - - - - � I� �I FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBF100R AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 I I P i �o MANUFACTURER. (SEE STRUCTURAL ENGINEERS BEDROOM 3 NAILING SCHEDULE) PROVIDE DRAFT STOPPING D1 I I i� CARPET BARRIER PER ASTM C 1063 & APPROVED MASTER BEDROOM HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ®16" O.C. TO I CARPET FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL 51„ I I I " , „ 4,161„ I 3 -5 I -10 I 52" 4'-101" 4,-81„ 2,-1" 5; 17 I I I ----- I I I -- ol 21 I 7]1 C /�- BLOCK CONSTRUCTION - Erb PRO � 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF 2OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 --- ----- _PAN UNDER WASHER^ N N -I PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER LAUNDRY�- DRYER & BOX I _ _ 7 -KN EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED I -L RATING. PARTY WALL TO HAVE 1 1/2" P.T. - - II HER F A 1OPT. UPP RS Z II W. I . C I- - -_ FL_ -I "aa BLOCK. FI -FOIL AA -2 VAPOR SHIELD 0I AT c® I I I z l HA H I Q I I o BATH I TILE B 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL = 1I 17- ---� L_ II I 13 I _J 2 Q Q W SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8,61) LAUNDR- RATED CONTINUOUS FROM TOP OF MASONRY o II I X l TILE Z Z o Y� SHEATHING. SHAFT LINER ASSEMBLY PER UL I-� 2 I- ®I- �I = d AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. z HIS W.I. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 5�„ ZII . 4 3 0 ¢II = II 4'-61" 3'-5„ 2,- „ 3,- ,I, 3'-11 1. 2„ 61. F'-7" 3'- " 5 CIL----- gyp„ U o BI -FOLD r 6 MASTER �~ 14 1 �uHAj DN 17R NON-BEARING PARTITIONS TO BE 2x4 rDBATHN1 o OASIS TEMPERED 00 � GLS. ENCL. PRE-ENGINEERED ROOF TRUSSES BY TRUSS � GLASS ON - O42" HIGH 21 KNEEWAL „SC EXPOSED FLOOR TO EXTERIOR BEDR OM 2 pp �tlt� i [�:)28" CARPET HIGH 0 TILED LEDGE 1 6 D1 VENTILATION 21 r -I INO 160"x42' I `` x2 �OAKER ' N 1> WRAP, FINISHED SOFFIT d I / HALF OF REQUIRED VENTILATION AT EAVE AND HALF EGRESS EGRESS W55 TEMPERED 3/0x5/4 3/0x5/4 1 GLASS ABOVE ARCH TOP ARCH TOP 1 TUB 3 D1 2'-11 3'-32" 4'-102„ '-6" 4,_9„ 4�_0„ 4,_6„ 6'-3" 13'-2" 8'-7„ 1 3 28'-O" SECOND FLOOR PLAN R J W <) z� J W t r 1 0 i in o I N I CONSTRUCTION NOTES (Unless Otherwise Noted) UNIT 21B 651 SF 1014 SF TOTAL A1C AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL COVERED PORCH GARAGE 34 SF 403 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND 2102 SF LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 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 RANGE HOOD VENT (FBC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING JURISDICTION EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS, THESE MICROWAVES LOCATED ABOVE A COOKING REQUIREMENTS ARE TO BE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 SPECIFICATIONS FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 16 SUBF100R AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F, BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ®16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" BLOCK CONSTRUCTION - 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF 2OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2"O 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8,61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS AND INSTALLED PER MANUFACTURERS OBEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSED FLOOR TO EXTERIOR FASCIA AND WHERE FIRE O PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED OVERESUBOFASCIAEXCEPT ) FLOORS BETWEEN CONDITIONED ANDROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND O 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 R311 3 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. AT BASE) EQUALLY SPACED & ANCHORED TO 2x8 HEADER & P.T. 2x4 PLATE PER STRUCTURAL ENGINEERS SPECS. 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED DOWN AS REQUIRED GLUED AND NAILED. 4.) STAIR DIMENSIONS SHALL BE AS FOLLOWS MIN. TREAD = 10" MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" MIN. HEADROOM = 6'-8" MAX. VERTICAL RISE FOR = 12'-0" FLIGHT OF STAIRS MIN. STAIR WIDTH = 3'-0" MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS MIN. WINDER TREAD MEASURED= 10" 12" FROM INSIDE EDGE MIN. WINDER READ MEASURED = 6" AT ANY POINT 7 HAND RAIL - FBC 2010 R311.7.7 MIN. STAIR HANDRAIL HEIGHT = 34" MAX. STAIR HANDRAIL HEIGHT = 38" MIN. INTERIOR GUARD HEIGHT = 36" MIN. EXTERIOR GUARD HEIGHT - 36" FINISHED RAILING WITH PICKETS SPACED MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE 11 RAILS FBC R311.7.7.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY OWALLS BACKING ONTO ATTIC WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. OWALL & CEILING BETWEEN GARAGE AND LIVING SPACE 5/8' TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. 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. WINDONL GENERAL N MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES 1') (FBC-R310) MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft, MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING = 44" ABOVE FLOOR 2,) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, THE LOWEST PART OF THE CLEAR OPENING TO THE WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE FINISHED FLOOR FOR WINDOWS 3•) FLASHING SEALANTS AND WEATHERSTRIPPING (FBC-R612.2) INSTALL APPROVED CORROSION RESISTANT FLASHING AT ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT COMPLYING WITH FBC2007 R613.8.1 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE (FBC-R612.12.2) MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF TOTAL FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE -STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMENT/ TIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMEN TI TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) 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 A1C AREA 1665 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2102 SF 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 and the copyright property of the designer and must be returned upon request. VI DDA DESIGN STUDIOS INC. 2171 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 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 LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 47 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Title Sheet FIRST FLOOR PLAN & NOTES Drawn CHRIS BERGERON Checked By By TF Scale1/4"-1'-0" Sheet - No. Date MAY 2013 Project 10025 3 � 1 B No. Nloe 10025_ORTH21 07 O 00 ASPHALT SHINGLES RIDGE LINE FOR ELEV. 'B' A/C FIN. GROUND FLOOR 6" WIDE SCORED DOOR SURROUND W/ SMOOTI- CEMENTITIOUS (TYP; 00 FIN. GRADE REAR ELEVATION 'B' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. �N I O I PEE] L 10" 414311 r- r7 3/4" RECESS —i SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1/2" 2 1_ /2" LO 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL Z_ c 00 t 2'— 4" WALKWAY ELEV. ELECTRIC METER NICHE ON GARAGE WALL A PORCH 'B' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" CEMENTITIOUS FINISH OVER SHEATHING PROVIDE CONTROL JOINT 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 �j 8:12 6:12 "=WIFE -Immo -111 111FEW "aex"ae OITA9 FIOOG 6" WIDE SCORED DOOR SURROUND W/ SMOOTI- CEMENTITIOUS (TYP; 00 FIN. GRADE REAR ELEVATION 'B' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. �N I O I PEE] L 10" 414311 r- r7 3/4" RECESS —i SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1/2" 2 1_ /2" LO 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL Z_ c 00 t 2'— 4" WALKWAY ELEV. ELECTRIC METER NICHE ON GARAGE WALL A PORCH 'B' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE " THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 7/8" CEMENTITIOUS FINISH OVER SHEATHING PROVIDE CONTROL JOINT 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 �j 8:12 6:12 "=WIFE -Immo -111 111FEW ELEVATION 'B' TOTAL GLASS AREA ON FRONT ELEVATION = 70.57 LE I I I 1111111111111 10 I I II I I — — — , — — — — — — — [7 i 8" _J 6'-8" MIN.—�i� TYPE "X" i� DRYWAL -�— SLOPED HEADROOM ,� 'B' FRONT ELEVATION 'B' TOTAL GLASS AREA ON FRONT ELEVATION = 70.57 SQ. FT. r — — 40" HIGH KNEEWALL W/ PAINTED WOOD I I I CAP I I II I I — — — , — — — — — — — [7 i 8" _J 6'-8" MIN.—�i� TYPE "X" i� DRYWAL -�— SLOPED HEADROOM ,� ,� UNDER STA R / CEILING 40" HIGH SLOPED KNEE WALL W/ PTD. 6 r / i I = ❑ ❑ PINE CAP I I r JflE J J/ / i J � El 7 J / r J / / r o 1 1r, I I H SLOPED I 2� � °° o r— J / CEILING 0' x I I io ' x " r J / DOOR I DOOR ,FOYER /STAIRWELL (SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS @ 7 9/16" EACH= 10'-8 3/4" 16 TREADS 0 10" EACH TOTAL FLR. TO FLR. HEIGHT= 10'-8 3/4" ACTUAL SEE STRUCTURAL SHEETS FOR ADDITIONAL FASTENING INFORMATION FOR STAIRS i 00 DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH } CEMENTITIOUS FINISH (SEE DETAIL) 1"x6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) 2-20"x60" PREFORMED s:FueeeLOUVERED SHUTTERS (SEE DETAIL) 1"x6" RAISED SILL W/ SMOOTH CEMENTITIOUS FINISH (TYP) — 12"x12"x1" SQUARE RAISED DETAIL W/ SMOOTH CEMENTITIOUS FINISH (TYP.) 6" WIDE SCORED WINDOW —SURROUND W/ SMOOTH CEMENTITIOUS FINISH 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I GN TEL2 (321) 288-6274 building design services EMAIL:,info@t-f-design.com 11 Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the it o 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. Vl'1 DRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 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 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 ORTH21 ELEVATION 'B' LOT 47 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION By Drawn CHRIS BERGERON Checked TF Scale 1 /4„=1'-0” Sheet No. Date MAY 2013 Project No. 10025 3.2B le N'o 10025_ORTH21 BUILDING SECTION- SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES 9 (6" RAISED TRIM W/ 'EMENTITIOUS FINISH No.1 Revision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 D in S I er N 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: (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 Project Name LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'B' LOT 47 Copyright & Copy; C 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION By Drawn CHRIS BERGERON T—Checked TF Scale 1 /4 1'-0" Sheet No. Date MAY 2013 Project 10025 3.3BNo. No 10025_ORTH21 A/C CONDENSER DISCONNECTS CA GROUND FLOOR ELECTRICAL PLAN C /L 3" MAX. BETWEEN TRIM AND SWITCH Ee TYPICAL TYPICAL LIGHT SWITCH SECOND FLOOR ELECTRICAL PLAN ELECTRICAL LEGEND $ 2WA S To $3 3 WAY SWITCH (50" HIGH TO CA) STD. LIGHT FIXTURE $4 4 WAY SWITCH BRACE & PRE -WIRED $d (50" HIGH TO CA) DIMMER SWITCH FOR FUTURE CEILING FAN (50" HIGH TO CA) / \ $ 110V OUTLET (18" HIGH TO CA WALL -MOUNTED) O CAPPED ROUGH -IN CEILING MOUNTED LIGHT $ 110V SPLIT OUTLET -SWITCHED (16" HIGH TO C/L WALL -MOUNTED) LIGHT FIXTURE 110V OUTLET (CEILING MOUNTED) '�p°L OVER COUNTERS �QG PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) (CEILING MOUNTED) $�Q WATERPROOF y�Q WATER PROOF (EXTERIOR WALL -MOUNTED) {i' } (SHOWER RECESSED LIGHT) $ � 110V OUTLET VAPOR PROOF GROUND FAULT CIRCUIT (BATHRM. CEILING MOUNTED) INTERRUPTER 110V SINGLE OUTLET DEDICATED FOR ,} RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) MICROWAVE ® 220V HEAVY DUTY OUTLET FLUORESCENT LIGHT NO BOX O BLOCK WALL C (CEILING MOUNTED) (10" HIGH TO CA) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) V (12" HIGH) EXHAUST FAN. REFER TO CABLE T.V. CONSTRUCTION NOTE Ep (12- HIGH) JACK CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE TE se. T THERMOSTAT JAR LAMP F--❑ PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) OS SPEAKER WIRE A FLOOD LIGHT SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FRC 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. MCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS. COO�INATION SMOKEALARM & GARBON MONOXIDE DETECTOR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIDE DETECTORS ARE MET. Fi F .TRI -A 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 LADOR 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 r- — -1 C _ TQC 3" PLUMBING (TOILET) 1'O/J TRANSFER VENT 2" PLUMBING DRAIN r — (BATH, SHOWER, SINK) I �P/ I CEILING RETURN AIR VENT fC -1 SUPPLY OUTLET L — J DUCT SUPPLY AIR FLEX C c - —' RETURN AIR VENT ON WALL MAIN �y r- —, �\ 1 DMAIN UCT RETURN AIR FLEX I I REDUCTION BOX .y L —� FLEX SUPPLY DUCT N Lf r- % REDUCERANGLE / END BOX / V EXHAUST FOR GAS FUELED AIR ___ EXHAUST FOR DRYER OR STOVE C -- HANDLER OR HWT -- HOOD AS NOTED MECHANICAL & PLUMBING NOTES 1) PLUMBING SHALL COMPLY WITH FDC 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 120-F (49-C) IN ACCORDANCE WITH FBC-P2708.3 4) CLEANOUTS SHALL BE PROVIDED O BASE OF STACK & O 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. 6) THE PLUMBING AND OFRESHALL O PROTECTION RE INSTALLED N COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL I`—___J / 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. 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 �h EXNXIXI��Iw No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 /� NTEL: (321) 288-6274 bbuilding a sign se vices 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 DPA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudlos.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. Clientw Project Name LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'B' LOT 47 Copyright & Copy; C 2009 Quadra Design Studios Inc. Sheet ELECTRICAL PLANS & NOTES Title Drawn CHRIS BERGERON Checked TF By By Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 3AB 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 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. " 5'-11i" 6'-10" -IN SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & Si _ GATHERING ROOIv� 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, W U 57 ~ S n _ IN 0 I FLUSH BREAK AST UJ 0 --------------� _ = oLLJ cn I I '-T-� I J N 0 0 cE W = U Z 0 MANUFACTURER. (SEE STRUCTURAL ENGINEERS I 4� 11-114„ C9 W M J J Z) F- 0 W w LZ Z Z LLLJ W F J U Z �� M Q :2 Q 0 -LJ 0 W Q Z z o 0 ov 0 wo Q � � Z) 0 = o cn Q O 0 F- J w [If PER UL ASSEMBLY U905. FBC TABLE 720.1(2) F- O O ZD 0 w 0 YES FOR 1 HR RATED WALLS „ (-)0 -4 �0 > 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1B 0 W21 1H4 SH BLOCK SINGLE HUNG 26J" 501" 27J" 501" 9.32 NO SPEC, W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 27J" 63j" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 261" 72" 27J" 72" 13.25 NO T �" W25 2438 SH FRAME SINGLE HUNG 28" 44" 281"1441" ROOF VENTILATION 8.56 NO VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE W26 2444 SH FRAME SINGLE HUNG 28" 52" 28J" 524" 10.11 NO 3'-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28J" 604" 11.67 NO 1 W28 2460 SH FRAME SINGLE HUNG 28" 72" 28J" 724" 14.00 NO (FBC-R310) W51 24 SH BLOCK SINGLE HUNG 37" 501" 37J" 508" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES ® W53 26 SH BLOCK SINGLE HUNG 37" 72" 37J" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 27J" 47J" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36J" 48J" 12.00 NO MIN. CLEAR STAIR WIDTH = 31 1/2" W57 3050 SH FRAME SINGLE HUNG 36" 60" 36J" 60J" 15.00 YES INSTALL APPROVED CORROSION RESISTANT FLASHING AT W58 3060 SH FRAME SINGLE HUNG 36" 72" 36J" 72J" 18.00 YES 1'-6" W91 48x50 SH BLOCK SINGLE HUNG 48" 50J" 481" 50J" 16.88 NO 1 W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48J" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES TEMP GLASS FRENCH 1 LT W95 4040 SH FRAME SINGLE HUNG 48" 48" 48J" 481"116.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60 48 60J" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) _7 DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER W57 W57 W55 GLASS ABOV TU " 5'-11i" 6'-10" -IN SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & Si _ GATHERING ROOIv� 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, W U 57 CARPET 15 IN 0 I FLUSH BREAK AST �N OVER CONSTRUCTION OF THESE UNITS. THESE --------------� BAR u� SPECIFICATIONS I I '-T-� I TI------------r w I FINISHED TEXTURED COATING PER BUILDERS I I DW I SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS I 4� 11-114„ C9 O _ I w M -J KITCHEN T C 00 I „ N Z O o Ln O UNDERLAY UNDER RESILIENT AND WOOD F J 0 2 w z Q Q 17 O co z OfQ O = p U U D bi 14 o N Z) 0 oo _ 1- z w W In O z PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS „ (-)0 -4 O JMIRR 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS REFLECTIVE INSULATION (R-4.1), 1/2" 19 MIRROR� - 0N UNDER HWT SECOND FLOOR PARTY WALL TO BE 2 HR I N TEMP GLASS 1/2 FRENCH \ m 2 1B 0 3'-0" 6'-8" 1 R4 IC O 9 LITE, TRANSOM / ELEV BATH ® T C 1 CARPET W5 SPEC, A EL U PROVIDE 2x4 SPF#2 BOTTOM PLATE & TEMP GLASS FULL FRENCH LAUNDRY & O1C 3'-0" 6'-8" 1 R4 „ 2'- 15 LITE, TRANSOM / ELEV 9'4'-2 -U - -_IoI I O W N PRE-ENGINEERED ROOF TRUSSES BY TRUSS IADIc II I " MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM T �" TEMP GLASS 1/2 FRENCH - _J I- - -- 1D O 3'-O" 8'-0" 1 R4 ROOF VENTILATION O BI -FOLD in T C 12 LITE, TRANSOM / ELEV VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE ' y P OVIDE 45 MINUTE 'I I I W26 1D O G A R A G E w O TEMP GLASS FULL FRENCH REQUIRED BY CALAULATION 1E 3'-0" 8'-0" 1 R4 30"I D 17R OZ 18 LITE, TRANSOM / ELEV _ BI2F04�DS / 2O 2'-8" 6'-8" 1 � 311 INTERIOR DOOR 8' CLG. TYP. �I ® 2'-8" 8'-0" 1 I � (FBC-R310) 6 STORAGE INTERIOR DOOR 9' CLG. TYP. MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED O 2'-6" 6'-8" 1 - - _ OM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2.) TREADS SHALL BE 2x12 SPF # 2 RIPPED INTERIOR DOOR 8' CLG. TYP. i� 3� 2'-6" 8'-0" 1 D1 a WINDOW = 5.7 Sq. Ft, a I INTERIOR DOOR 9' CLG. TYP. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE ® 2'-4" 6'-8" 1 MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 1 SLOPED CEILI G l I INTERIOR DOOR 8' CLG. TYP. OPENING = 20" ® 2'-4" 8'-0" 1 0 18'-0j" `- i INTERIOR DOOR 9' CLG. TYP. W577 O5 2'-0" 6'-8" 1 16 0x7 0 O.H. GARAGE DOOR SEE 2ND INTERIOR DOOR 8' CLG. TYP. LINE OF CANTILEVERED_/L - - - -----------J 2 5� 2'-0" 8'-0" 1 8'-6.. ,-0, MIN. CLEAR STAIR WIDTH = 31 1/2" INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 Ir 1 4.3 27'-11" 12" FROM INSIDE EDGE INTERIOR DOOR 8' CLG. TYP. INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" 2'-2" 8'-0" 1 SURFACE OF THE EXTERIOR WALL FINISH OR WATER INTERIOR DOOR 9' CLG. TYP. RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH O7 1'-6" 6'-8" 1 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR INTERIOR DOOR 8' CLG TYP. ® 1'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 8 1'-10" 6'-8" 1 " INTERIOR DOOR 8' CLG, TYP. O3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 1 LT n N U J Q J OJ U < m ya}. W F- I- W . CL 00 0 U J 000 >- W M Z g X=a =1c 0 I 0) i LV V 2'-10" 8'-0„ 4'-11„ 9,_2>, 3,_0„ 1 2 4.3 r DA 2 W58 W58 y� 8080 PATIO DOOR I FLANGE FLANGE 0o PF ME DINING -IN TILE T C I W57 W57 W55 GLASS ABOV TU " 5'-11i" 6'-10" -IN SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & Si _ GATHERING ROOIv� 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, 57 CARPET 15 IN 0 I FLUSH BREAK AST �N OVER CONSTRUCTION OF THESE UNITS. THESE --------------� BAR u� SPECIFICATIONS I I '-T-� I TI------------r 16 I FINISHED TEXTURED COATING PER BUILDERS I I DW I SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS I 4� 11-114„ O _ I -J KITCHEN T C 00 I „ i I 14'-21" I od � 5'-1" TILE UNDERLAY UNDER RESILIENT AND WOOD I MASTER BEDROOM 0 WALK-IN PANTRY 15 F.A. CAF PET I 66' GLASS ON 17 O EXPOSED BUILDING FACE L a_ _ EXTERIOR WALLS TO HAVE A FIRE RESISTANCE " w 14 o N � 00 MPENCL. EREDMASTER Df - 18 O oo E1 a T Z 1 Jc SLAB UP TO 9'-4" A.F,F TO BE 2 HR RATED L__-� CIT OASIS PER UL ASSEMBLY U905. FBC TABLE 720.1(2) u� TILE TILE IN W EQUIVALENT THICKNESS, CONTRACTOR TO io N „ (-)0 -4 O JMIRR RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO PROVIDEPAN N BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 MIRROR� - 0N UNDER HWT SECOND FLOOR PARTY WALL TO BE 2 HR I N 60 0 \ m 2 0 21 EL CT IC O BATH ® T C 1 CARPET W5 SPEC, A EL U PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 LAUNDRY & 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 3'-9" F- 3'-> - „ 2'- 0" 9'4'-2 -U - -_IoI I O W N PRE-ENGINEERED ROOF TRUSSES BY TRUSS IADIc II I " MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM T �" FOYER T - _J I- - -- EL - PROTECTED) OVER SUBFASCIA. 10 TILE ROOF VENTILATION O BI -FOLD in T C W/ VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE ' y P OVIDE 45 MINUTE 'I I I W26 1D O G A R A G E w O FIRE RATED DOOR REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND ���< 0 1/2" INTERIOR DRYWALL FINISH ON CEILING w/ RATED JAM , 30"I D 17R OZ 21 _ BI2F04�DS / I B-FOI'D 6 za "' --- SILL AND CLOS R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 � 311 UP 17R �I T C 51 5,_4�" 3'-44„ 9,_0 - " 3, 5„ 4„ I I � (FBC-R310) 6 STORAGE o RAILINC PONY AOLL MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. 0 LL IN EVERY SLEEPING ROOM _ I _ r HEAQR - - _ OM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2.) TREADS SHALL BE 2x12 SPF # 2 RIPPED 1 i� J I - � -- BEDROOM 4 a"'N D1 a WINDOW = 5.7 Sq. Ft, a I CARPET W27 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. ih LO w ILL MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 1 SLOPED CEILI G l I f` I OPENING = 20" y 7 N MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" 0 18'-0j" `- i W577 ' 3'-5" - MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) B T 4 X> 16 0x7 0 O.H. GARAGE DOOR SEE 2ND FLOOR LINE OF CANTILEVERED_/L - - - -----------J 2 FLOOR ABOVE 1'-7" 16'-0" 1'-11" 3,-23„ 4,_3„ 19'-6"L 4'-8 40_9„ 4'-1„ 8'-6.. ,-0, MIN. CLEAR STAIR WIDTH = 31 1/2" 1 4.3 28'-0" Ir 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. GROUND FLOOR PLAN E3 FOYER STOP & DROP I I I 0 .I 3'-4" 2'-2" r -IN OPOSED ELEC FER LOC 0 N e C'4 [If Q J W U J Z J � F- ¢ n Q J C_ 0 Q J J 0= m L` X w za 51 L COUNTERTOP I a, KITCHEN IN CABINET I " FINISHED PANEL 8KITCHEN SCALE 2:1 S1 FLUSH 40" BREAKFAST BAR SECTION a l 3 D1 GV -V UNIT 22EB 707 SF 1022 SF TOTAL AIC AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL 3'-6" 389 SF 3 1 D 1 .13 CENTERED OVER PATIO 1 1 DOOR BELOW TEMPERE W57 W57 W55 GLASS ABOV TU O I SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & EGRESS EGRESS DBL. HANGING 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, 57 126 15 IN 0 I 21 6 „x42 x20"O �N OVER CONSTRUCTION OF THESE UNITS. THESE --------------� W.I u� SPECIFICATIONS o TI------------r 16 I FINISHED TEXTURED COATING PER BUILDERS I SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS •=1N O _ I EVERY 1000 S.F. BRACING IN ACCORDANCE „ i I 14'-21" I od � 5'-1" 4„ UNDERLAY UNDER RESILIENT AND WOOD I MASTER BEDROOM 0 10'-0" MAX. HEIGHT (SEE STRUCTURAL CAF PET I 66' GLASS ON 17 O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. SHELVES 42" HIGH EXTERIOR WALLS TO HAVE A FIRE RESISTANCE I KNEEWALLo 0 } I I � 00 MPENCL. EREDMASTER Df - 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF T -----,-------� I� T TIC SLAB UP TO 9'-4" A.F,F TO BE 2 HR RATED OPT. 12 RAISED TRAY �\,,{ CIT OASIS PER UL ASSEMBLY U905. FBC TABLE 720.1(2) u� CEILING ---------------�r TILE IN ,I EQUIVALENT THICKNESS, CONTRACTOR TO io N 0 I TLi RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO N BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 MIRROR� - 0N N O '- I w _I I LO SECOND FLOOR PARTY WALL TO BE 2 HR I N 60 0 COUNTERTOP I a, KITCHEN IN CABINET I " FINISHED PANEL 8KITCHEN SCALE 2:1 S1 FLUSH 40" BREAKFAST BAR SECTION a l 3 D1 GV -V UNIT 22EB 707 SF 1022 SF TOTAL AIC AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL 3'-6" 389 SF 3 1 D 1 .13 CENTERED OVER PATIO 1 1 DOOR BELOW TEMPERE W57 W57 W55 GLASS ABOV TU 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & EGRESS EGRESS DBL. HANGING 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE 15 IN 0 I 21 6 „x42 x20"O RANGE HOOD VENTED TO EXTERIOR AND EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS. THESE --------------� W.I KA. -.-I SPECIFICATIONS TI------------r 16 I FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS 1 NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE „ i I 14'-21" I od 4,11„ --' 5'-1" 4„ UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO MASTER BEDROOM 0 10'-0" MAX. HEIGHT (SEE STRUCTURAL CAF PET I 66' GLASS ON 17 O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. SHELVES 42" HIGH EXTERIOR WALLS TO HAVE A FIRE RESISTANCE I KNEEWALLo 0 } I I � 00 MPENCL. EREDMASTER Df - 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF T -----,-------� I� 4 L BATH TIC SLAB UP TO 9'-4" A.F,F TO BE 2 HR RATED OPT. 12 RAISED TRAY �\,,{ CIT OASIS PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER CEILING ---------------�r TILE IN ,I EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP N VERIFY THAT DELIVERED BLOCK HAS CORRECT TLi RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO I >�r�T BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 MIRROR� - 0N N O '- I w _I I LO SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) 60 0 \ m 2 0 21 �, /BEDROOM SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS_ BATH ® T C 1 CARPET W5 SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. 10'-10" TILE 3 6�-1„ 10'-3" PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 LAUNDRY & 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRYER BOX ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. r__ OPT. uERS IN T -I f I I °I i GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED -U - -_IoI I O W N PRE-ENGINEERED ROOF TRUSSES BY TRUSS IADIc II I " MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR - _J I- - -- EL - PROTECTED) OVER SUBFASCIA. HATCH \/3011 13 - 40" HIGH KNEEWALL PTD. PINE CAP V_ a,`t ROOF VENTILATION O BI -FOLD in T C W/ VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT I X I PROVIDE I I��AI��IiDRY PAN UNDER I I W26 TILE WASHER w O 10 REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND ���< 0 1/2" INTERIOR DRYWALL FINISH ON CEILING -- 30"I D 17R OZ 21 _ BI2F04�DS / I B-FOI'D 6 za "' --- I� R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 � 311 WINDOW �I T C 51 5,_4�" 3'-44„ 9,_0 - " 3, 5„ 4„ I I � (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER o RAILINC PONY AOLL MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. BEDROOM 3 ; IN EVERY SLEEPING ROOM CARPETT 7 rn I MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2.) TREADS SHALL BE 2x12 SPF # 2 RIPPED i� DOWN AS REQUIRED GLUED AND NAILED BEDROOM 4 a"'N WINDOW = 5.7 Sq. Ft, 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED CARPET W27 MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. ih LO MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 1 SLOPED CEILI G l I OPENING = 20" FOLLOWS N MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" W57 MIV7F i W577 N 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM - 6'-8" 4/0x5/6 MAX. VERTICAL RISE FOR = 12'-0" 1 THE LOWEST PART OF THE CLEAR OPENING TO THE ARCHTOP WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE 4'-8 40_9„ 4'-1„ 4'-11 3,_31„ 4'-2j„ FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" 9'-51" 9-11>, 8'-6" FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" Ir 1 4.3 27'-11" 12" FROM INSIDE EDGE SECOND FLOOR PLAN - CONSTRUCTION NOTES (Unless Otherwise Noted) UNIT 22EB 707 SF 1022 SF TOTAL AIC AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL GARAGE 389 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND 2118 SF LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 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 15 RANGE HOOD VENT (FBC-M1503) CODES AND AUTHORITIES HAVING JURISDICTION RANGE HOOD VENTED TO EXTERIOR AND EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF THESE UNITS. THESE MICROWAVES LOCATED ABOVE A COOKING REQUIREMENTS ARE TO BE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 SPECIFICATIONS FRAME WALL CONSTRUCTION (2x4% OCEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA SCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 O EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" BLOCK CONSTRUCTION - 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F,F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS, CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 9 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL STUD PARTITIONS_ U373 AND INSTALLED PER MANUFACTURERS OINTERIOR BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC, FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE 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 FBC2007 6 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 311 WINDOW GENERAL NOTES: 1,) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1•) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2.) TREADS SHALL BE 2x12 SPF # 2 RIPPED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft, 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" - 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM - 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER, WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR OHAND RAIL - FBG 2010 R311.7.7 MIN. STAIR HANDRAIL HEIGHT = 34" MAX. STAIR HANDRAIL HEIGHT = 38" MIN. INTERIOR GUARD HEIGHT - 36" MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED MAXIMUM 4" BETWEEN PICKETS. HANDRAILS TO MEET REQUIREMENTS FOR TYPE II RAILS FBC R311.7.7.3 FOR GRIP SPECIFICATIONS. HANDRAILS TO TERMINATE TO WALL OR NEWEL POST PER FBC R311.7.7.2 CONTINUITY 8 WALLS BACKING ONTO ATTIC WALLS WHICH SEPARATE CONDITIONED LIVING SPACE FROM UNCONDITIONED ATTIC SPACE SHALL BE INSULATED WITH R-19 BATT INSULATION. INCLUDES VAULTED CEILING, SKYLIGHT, RAISED COFFERED CEILING. (D WALL & CEILING BETWEEN GARAGE AND LIVING 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"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. AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. JUNCTURE BETWEEN EXTERIOR PLASTER AND FENESTRATION PRODUCTS TO BE SEALED WITH A SEALANT COMPLYING WITH FEC2007 R613.8.1 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING SIZE (FBC-R612.12.2) MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4" IN WIDTH 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE TOTAL WINDOW AREA SHALL NOT EXCEED 167. OF TOTAL FLOOR AREA (2010 FBC ENERGY CODE 402.1.2.3) MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR SIDING OR CEMEN TITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEATHING (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMEN TI TIOUS FINISH, 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 22EB 707 SF 1022 SF TOTAL AIC AREA 1729 SF GARAGE 389 SF TOTAL AREA 2118 SF No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 C TEL: (321) 288-6274 building design sign eeCrrvic q 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. UA P A DEMON STUDIOS INC. 2171 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 not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client,�1ui�„ Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'B' LOT 46 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Drawn CHRISBERGERON Checked TF By 1By Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project 10025 No. 4.1 B Noe 10025_ORTH22E r (X ASPHALT SHINGLES TnD nC- DI A TC c REAR ELEVATION 'BFRONT ELEVATION 'B' FLANKAGE ELEVATION 'B' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 142.00 SQ. FT. TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. TOTAL GLASS AREA ON FRONT ELEVATION = 66.04 SQ. FT. VARIES 3". 7„ 3 SCALE 2:1 CJJ 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 4 VARIES �3� �T 3 SCALE 2:1 (V x 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 'i "aex"ae OITAq 9000 REAR ELEVATION 'BFRONT ELEVATION 'B' FLANKAGE ELEVATION 'B' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 142.00 SQ. FT. TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. TOTAL GLASS AREA ON FRONT ELEVATION = 66.04 SQ. FT. VARIES 3". 7„ 3 SCALE 2:1 CJJ 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 4 VARIES �3� �T 3 SCALE 2:1 (V x 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 'i —104 I N x I ir) 7" I N M 3/4" RECESS � SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS 1/2" 2 1/2" Lr) � I,- n 5"x3" PREFORMED STUCCO WATER TABLE SILL No, 1 BY PREMIER PLASTERING OR EQUAL z 00 d- 2'-4" A ��R�NROUG�E�LECTR�ICMETERNICHE /2" NOM. STUCCO LASTER FINISH :LECTRIC METER jICHE THICK CMV )IA. CONDUIT TO N THROUGH CMU LLOW CORE f I 00 40" HIGH SLOPED KNEE WALL W/ PTD. PINE CAP � L 6'-8" MIN. HEADROOM / � L � PROVIDE- 5/8" ROVIDE 5/8" TYPE 8" 5'-10" \ L "X11 DRYWALL ` UNDER 6 STAIRS O I LO FOYERSTAIRWELL B SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS © 7 9/16" EACH= 10'-8 3/4" 16 TREADS @ 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 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@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. UA. j DP DESIGN STUDIOS INC. 2171 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 not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Projec Namet LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'B' LOT 46 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION By CHRIS BERGERON Byecked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 4.2B No 10025 ORTH22E No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 C c r TEL: (321) 288-6274 building desigff n se vic sEMAIL: 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. tA DBIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 464 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 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 ELEVATIONS' LOT 46 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION Drawn Checked CHRIS BERGERON TF By By Scale1 /4"-1 ._0.1 Sheet No. Date MAY 2013 Project No. 10025 4.3B No 10025_ORTH22E GROUND FLOOR ELECTRICAL PLAN :LEC. ETER NG 'ED HT ss C /L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH TOOL WALL SECOND FLOOR ELECTRICAL PLAN ELECTRICAL LEGEND $ 2 WAY SWITCH (50' HIGH TO CA) $3 3 WAY SWITCH <\ (50" HIGH TO CA) \ // STD. LIGHT FIXTURE 4 WAY SWITCH BRACE & PRE -WIRED $d (50' HIGH TO CA) DIMMER SNATCH FOR FUTURE CEILING FAN (50' HIGH TO CA) / \ � 110V OUTLET (16" HIGH TO CA WALL -MOUNTED) 0CAPPED ROUGH -IN CEILING MOUNTED LIGHT $ 110V SPLIT OUTLET -SWITCHED (16" HIGH TO CA WALL -MOUNTED) LIGHT FIXTURE 110V OUTLET (CEILING MOUNTED)p OVER COUNTERS PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) -LTJ- (CEILING MOUNTED)�Q WARP OOT yJQ WATER PROOF (EXTERIOR WALL -MOUNTED) (SHOWER RECESSED LIGHT) 110V OUTLET e VAPOR PROOF GROUND FAULT CIRCUIT (BATHRM. CEILING MOUNTED) INTERRUPTER $ 110V SINGLE OUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) MICROWAVE ® NOB HEAVY DUTY OUTLET C —] (1 BOX LIGHT OX ®BLOCK WALL (CEILING MOUNTED) (10' HIGH TO C/L) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) - (12" HIGH) EXHAUST FAN. REFER TOCABLE T.V. JACK pg, N CONSTRUCTION NOTE (12" HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE yg. T THERMOSTAT JAR LAMP I-0 PUSH BUTTON SNATCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) O SPEAKER WIRE FLOOD LIGHT �- SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FBC 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 WRED TO COMPLY WITH NFPA 72. MCD CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS. COMBINATION SMOKE ALARM &CARBON MONOXIDE DETECTOR COMBINATION UNITS MAY EIE USED PROVDING 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 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 r — -4 — �Q� I A`)/ I TRANSFER VENT 3" PLUMBING (TOILET) �/ J 2" PLUMBING DRAIN (BATH, SHOWER, SINK) I I CEILING RETURN AIR VENT I� SUPPLY OUTLET I — J �I DUCT SUPPLY AIR FLEX c = — J RETURN AIR VENT ON WALL MAIN �\ 1 DMAIN UCT RETURN AIR FLEX I I REDUCTION BOX ,y L .—� FLEX SUPPLY DUCT TRIANGLE /END BOX / Lf I % 5 MC EX A` D C DC PE TC FIRE RETARDENT — TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA *ATTIC DETAIL -ADJACENT TO TRUSSES 1 " DENSGLASS ULTRA SHAFT LINER NO MINIMUM AIR SPACE H—STUD W/BATTEN STRIPS N/ 1 LAYER 5/8" 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 TRUSS .XT SHEATHING BETWEEN PANELS IN ATTIC PER MANUFACTURERS SPECS SEE OVERLAP WALL TOP 3/D2 (WHI 495-0743) :ATHING FIRE CAULK SECTION A -A THROUGH TRUSSES & SHAFT LINER SCALE. N.T.S. PLAN VIEW- TERMINATION AND CLOSURE OF 1 HOUR PROTECTED SOFFIT 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT --, PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS 1 HOUR RATED (U309) EXTERIOR FIRE WALL 1 HOUR FIRE RATED/ PROTECTED OVERHANG DETAIL �SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 351UT- I GENERIC GYPSUM WALLBOARD, WOOD 'STUDS One layer 51g" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each sidle of 2 x 4 wood studs 24" o.c. with 6d coasted nalts, 17/e° long, 0.0915" shank, 1/4" hsads, 7" o.c. Joints staggered 24" an opposite sides. (LOAD-BEARING) 7 HOUR I I 35 to 39 STC FIRE SOUND Thickness: 4TIe" Approx. Weight: 7 psi Fire Tusk: UL 83601-47. -48, 9-17-65, UL Design U309; UL 81319-129, 7-22-70, UL Design U314 Sound Test: NGC 2404, 10-14-70 1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (0309) SCALE: N.T.S. EXTERIOR WALL INTERSECTION DETAIL GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 2" H -STUD 1" DENSGLASS ULTRA SHAFTLINER EXTERIOR SHEATHING AS SPECIFIED OR OTHER PER CODE EXTERIOR FACING 2" C -TRACK EXTERIOR WALL FRAMING GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THI°, DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 EXTERIOR WALL INTERSECTION DETAIL SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. 1" DENSGLASS ULTRA SHAFTLINER SIN 2" H -STUD EXTERIOR WALL FRAMING 0373 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C -TRACK Design No. U906 Bearing-X%rail Rating,- 2 HR - Nonbearing ` Nrall t !Tlg -2 HR. - FIRE BLOCKING --f 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS 1. 'Concrete Blocdcs* -Nominal 6 ky 8 b 16 in., hollow or solid. SYSTEM PER Class caon D-2 (2 ha).. MANUFACTURERS SPECS SEE Florida Rock Industries, Inc. 3/D2 (WHI 495-0743) PikIndustries In, c., d/b/a 'ikon Whitco, mb. EXTERIOR FACING IN'restbrook. Concrete Block Co.,Inc. 2. Mortar - Blocks laid in full led of niortar; nom. 3/8 in. 'thick, of not less. 2X4 FURRING LAID FLAT AT 5/8" FIREGUARD 24" O.C. MAX. MECHANICALLY TYPE "X" EXTERIOR FASTENED TO METAL "H" GYPSUM SHEATHING 7 STUDS 1" DENSGLASS ULTRA SHAFTLINER SIN 2" H -STUD EXTERIOR WALL FRAMING 0373 OFFSET EXTERIOR WALL DETAIL SCALE: N.T.S. 2" C -TRACK Design No. U906 Bearing-X%rail Rating,- 2 HR - Nonbearing ` Nrall t !Tlg -2 HR. - FIRE BLOCKING --f 'ED cl ED 10). Hor of $aeon 1. 'Concrete Blocdcs* -Nominal 6 ky 8 b 16 in., hollow or solid. Class caon D-2 (2 ha).. Ancl or'Concrete Products, Inc. Florida Rock Industries, Inc. PikIndustries In, c., d/b/a 'ikon Whitco, mb. IN'restbrook. Concrete Block Co.,Inc. 2. Mortar - Blocks laid in full led of niortar; nom. 3/8 in. 'thick, of not less. than 2-1/4 and not more than }arts of clean sharp sand to i part Portland ceinent (proportioned b}* mlurne:)'and not more th.an b+o percent' hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Gement Stucco or Gjpsumt Plaster - If used, add 112 lar. to Classification. Attached to concrete blocks (Item, 1) 4. Foamed Plas'tie - (optional - not sho-wn.) x -:L/2 in thick max, 4 ft Nvide sheathing attached to concrete blocl<s (Item i). Cela'tex Cora.`- T3pe'Marmax *Searing the UL Classification Marking 8'-0> 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C FIRE RETARDANT PLYWOOD 48" EACH PANELS OVER METAL "H" SIDE OF CENTERLINE OF FIRE WALL STUDS AT ROOF TRUSS SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/D2 (WHI 495-0743) ALUI\/IINUM CLIP PER F'R (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 ATTACH PRE NGINEERED RO F TIGHT TO SHEATHING, EXTEND TRU AT 24" 0.0-7 JES INTO O.H. SEE 2/D1 I I II A I A \-1/2" GYPSUM CEILING I ALUMINUM CLIP PER MF BCK TO (2) 1 " SHAFT WALL LINER CA TRACKSBACK FIRE WALL ULA U373 PER PEI MANUF'R SPECS 2x4 STUDS @ 16" O.C. W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE ALUMINUM CLIP PER MF (TYP EACH SIDE) 1 1/4" DRYWALL SCREE 3/8" PAN HEAD SCREW �ACCOUSTIC SEALANT FIRE BLOCKING AS REQ'D 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C 2 PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/D2 (WHI 495-0743) USE 2" DEEP ELEC BOXES. ALL SWITCHES, RECEPT., 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" O.C. USE LIMEROCK AGGREGATE PER SECT. 721 OF THE FBC 2010 ED. TO 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--+}I'l=lis.' illhl'ILI'�111�3 1/2" MINIMUM CONCRETE SLAB PLAN FOR SIZE & REINFORCEMENT III�L11illlll�l bill III -III -.. REINFORCED WITH FIBERMESH ON I=1 I I �I I L I L_I -III III=III =III III --III 6 mil M.B. OVER WELL COMP. SOIL CONCRETE F'c = 2500 psi FOR U373 PENETRATION DETAILS, INSTALLATION SPECIFICATIONS AND DETAILS SEE SYSTEM INFORMATION - DETAIL 1,2,&3 ON SKEET D2 2 HR FIRE WALL DETAIL (U373) SCALE: N.T.S. 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@t4-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. Q!L SNDt05 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 not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Proje Namect LOCH LAKE PH 3 SANFORD, FL 28' TOWNS Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet FIRE SEPARATION DETAILS Title Drawn By CHRIS BER��eae'TF Scale1/4"=1'-0" Sheet No. Date MARCH 2013 Project 10025 D 1 No. No 10025—DETAILS DensGlass- Ultra Shaftliner Area Separation Walls Georgla•Pacific avpsum The Georgia-Pacific. Gypsum Area Separation Wall assembly is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to 63 feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets a{. budding code requirements, and provides econvmiral fire protection and sound control. The Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The assembly is constructed at the foundation and continues either to the underside of the protected roof sheathing or through the roof to form a parapet. The assembly is linked to the adjacent framing with aluminum breakaway clips that allow for collapse of the fire -exposed unit without collapse of the solid Area Separation Wall. Because the assembly will be exposed to the elements during construction, Georgia-Pacific Gypsum offers increased protection to the owner, builder and architect with a moisture and mold -resistant Shaftliner panel - DensGlass"' Ultra Shaftliner. Components 24 Wood Framing ." I 1" Den.,c G.ass Ultra Shaftliner Panel ,l insulation Min. 314" airspace te.twron 2" Area Separation Wall and Wood Framing 2" H -Studs 24" o c. Back-to-back C -Tracks 1/2" DensArmor Plus" Interior I r i enol AL min m ina kawaYCI Clip Fire Blocking per Coda The Georgia-Pacific Gypsum Area Separation Wall is constructed using 1 -inch thick, 24 -inch wide DensGlass Ultra Shaftliner panels, 25 -gauge steel H -studs, 25 -gauge steel C -track and 2" aluminum breakaway clips. DensGlass Ultra Shaftliner panels consist of a moisture resistant core with coated fiberglass mats front and back instead of paper facings like traditional shaftliner panels. DensGlass Ultra Shaftliner panels are covered by a 12 -month in-place exposure limited warranty against delainination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Fire Testing and Building Code Compliance The Geor9 ia_f1a ,lhc Gypsum Area Separation Wall has been fire tested to ASTM and ANN LC S -101. The Georgia-Pacific c r s Ultra Shaftliner panels, 's list Gypsum 2 -hour fire -rated Area Separation Wall also ably, constructed using DensGlas Ult S er p , I ed by Underwriters Laboratory (UL), Underwriters Laboratories of Canada (ULC) and Warnock Hersey International (WHI/ITS) and meets the requirements of the 2006 International Building Code IIBC) Section 705 "Pa rtv Walls,"Sectionand 705 "Fire Walls." The Georgia-Pacific Gypsum Area Se oraton Wall assembly is listed in the UL Fire Resistance Directory Nander UL Designn U 373, the U LCF`re Resistance DirectoryJL(Design No. W 312 and the Will Fire Resistance Directory uoder Will GP/WA 120-04, For r copies of these listings, please contact Georgia-Pacific Gypsum Technical Services at 1-800-225-6119. • Georgia-Pacific Gyps CAUTION: For product fire, safety and use information, go to gp.com/safatyfnlo: tUvi vrataW: Technical SeNiue Hnrrurn t.660.V.5A119 ai www.9perosum,com • 3 DensGlass`" Ultra Shaftliner Area Separation Walls System Assemblies - 2 -Hour Datings C-Treck, Cap, Edge Construction Detail Assembly Components STC Test Reference Two layers 1" DonsGlass' Ultra 60 UL DESIGN U373 f Shaftliner inserted in H -Studs 24' o.c. *; r ULC W312 4 r r , t C Min. 3/4" air space between liner panels 2.1/2"----• Will GP/WA 120-03 2 29w, 9 ;, and adjacent wood or metal framing, RAL TL89.383 Two layers 1" DensGlass Ultra Shaftliner 60 UL DESIGN U373 inserted in H -Studs 24" o c. Min. 3/4" air ULC DESIGN W312 space on both sides must be maintained WHi GP/WA 120.04 between liner panels and adjacent Based on RAL T189-383 s-� framing. f, j Sound Tested with 2 x 4 stud wall with 1/2" DensArmor Pluss interior- panel nterior panel each side of assembly and 3-1/2" fiberglass insulation in stud space both sides. Part. Thickness: 3" 30 est. Weight per Sq. Ft,: 9.5 Two layers 1" DensGlass Ultra Shaftliner inserted in H -Studs 24" o.c. Metal framing covered using 6" wide or 1/2" DensArmor Plus Fireguard" Type C Interior Panel or 1/2." ToughRock' Fireguard'aType C gypsum board. Breakaway clip facings and height of wall differ between UL Design U373 and WHI GP/WA 120-04. WHI 495.0743 A41 hil Georgia•Pacific DensGiass- Ultra Shaftliner Area Separation Walls evp-um Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing for onetownhouse unit'scomplete and prior to the construction of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from wood. In many cases the area separation wall is positioned 1" away from the wall framing to accommodate the 1" DensGlass" Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at -a Height up to 44' and the WHI/ITS GP/WA 120-04 Area Separation Wall assembly was evaluated at a height up to 68', Erecting the 2" Area Separation Wali 1. Position 2" C -Track a minimum 3/4" from the framed wall of the adjacent unit. Fasten C -Track to foundation with fasteners spaced a maximum of 24" o.c. When specified, apply a minimum 1/4" bead of acoustical sealant under the C -Track to maximize acoustical privacy. Run the C -Track to the end of the foundation: In case of offset units, see 15 under Special Conditions, 2. Start the wall with a vertical C -Track atone end. Install two 1" shaftliner panels vertically with eitherside facing out* into the C•Track at one end of the area separation wall- Install the H -Stud over the double beveled edges of the shaftfiner panels and continue alternately until the wall has reached the opposite end of the foundation. Terminate the wall using a C -Track. The vertical C -Tracks at each end of the wall should be attached in the corners to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw, " Note: some authorities may require labeling to be visible. 3. Cap the first section of the Area Separation Wall with a C -Track and attach to the vertical C -Track in the corners using a minimum of one 3/B" minimum length pan head screw. 4. Breakaway dips span the Minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing, Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8"'minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should he Ionated vertically at each floor level (10'0" o.c.) and horizontally on every H -Stud (24" o.c.). When the total height of the Area Separation Wall exceeds 23, breakaway clips shall be installed every 57 for the lower 20' and every 10'0" for the upper 24'0" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall, When the WHIATS Design WHI GP/WA 120-04 Area Separation Wall assembly is specified, the breakawa clips should d be located vertical) t each loot 11 ' n tl other H-stu I a c f leve 0 0" o.c. and horizonta on o d 4$" o c, ,When the tots height of the Y ( ) Y every ( 1 g Area Separation Wall exceeds 20'0", breakaway clips shall be installed vertically every BY maximum for the lower 20'0" and every IOT" maximum for the upper 48'0" of the wall assembly. 5. Fireblocking is installed on both sides of the Area Separation Wall at each floor level as defined in Section 717.2.1 of the 2006 IBC. (See details section). For approved fire -blocking materials, see Special Conditions, Item B. 6. To continue the wall, install a C -Track over the C -Track used to cap the lower section, placed back to back and attached together with two 3/8" pan head screws at ends and spaced 24" o.c. Stagger back to back C -Track joints a minimum of 12". T If a parapet is not specified, see Sperial Conditions, Item 11' for two code -compliant methods for installing a gypsum board roof underlayment. 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation Wall, Aluminum Angle Clip C-Treck, Cap, Edge H -Stud, 25 -Gouge or End Closure f *; r _ 4 r r , t C x« R r 2.1/2"----• - 2.1/4"-- _._. 2"....__. CAUTION; For product fire, safety and use information, go to gp.eom/safetyinfo. 4 - Far latest informatiolt ml oldates, Technical Service Hotline 1.8M3 6119 rrwwvvgpgypsumcom GeorgiaVacffic alypsum Details Full Wall Fire blocking as required 2 x 4 Stud framing ___ Aluminum breakaway I 3/8" Pan head screw Sealant .• DensGlass" Ultra Shaftliner Area Intersection at roof Intermediate floor Acoustic sealant (as required) Roof deck per code requirement Roof truss )-back C -tracks Drywall screw Joist - - ---- I'J+Jj ---1" DensGlass" Ultra Shaftliner panels 2" C -track fastener 24" o.c. - - -• ' --- --+ " Sealant, as required Foundation DensGlass- Ultra Shaftliner Area Separation Walls ,,. Georgia-Pacific Gypsum Special Conditions 1. When an H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach J breakaway clip to blocking using one 1-1/4" drywall screw and to the H -Stud using a minimum of one 3/8" minimum length pan head screw. 2. If gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material 3. When wall framing is spaced greater than 1" away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTERN Building Systems and Telling Industries for modified clips. Additional wood blocking can be added between the wood studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall. 4. The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing. The adjacent framed wall can be designed as load bearing, n 5. The wall located adjacent to the solid 2" Area Separation Wall, a minimum of 3/4" away, can be constructed of wood or steel framing. When constructed using steel framing, use a minimum of one 3/8" minimum length pan head screw to attach the alumi- num breakaway clip. 6. The support walls located adjacent to, and on each side of the solid 2" Area Separation Wall protect and maintain the required 3/4" air space, offer increased acoustical privacy, and provide necessary aesthetics. Thesewalls can be designed as load bearing and readily accommodate code compliant electrical and plumbing systems, These systems should not impede the required 3/4" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. 7. The required 3/4" air space can be eliminated if the metal framing is covered on both faces with 6" wide, 112" DensArmor Pluse Fireguard" Type C or 1/2" ToughRockl& Fireguard'' Type C or 5/8" ToughRock FireguardType X or 5/8" DensArmor Plus Fireguard Type X gypsum board strips. The gypsum board strips are attached with 1" drywall screws spaced 12" o.c, to the metal framing. This primarily occurs in accessible attic areas. Attic areas not accessible do not require the 6" wide gypsum board strips. 8, The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of 1 " nominal lumber with broken lap joints or one thickness of 0.719" wood structural panel with joints backed by 0.719" wood structural panel or one thickness of 0.75" particleboard with joints backed by 0.75"particleboard. Gypsum board, including 1" DensGlass" Ultra Shaftliner and 5/8" DensArmor Plus interior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place shall he permitted as an acceptable firebfock. (Section 717.2.1, 2006 IBC) 9. TheGeorgia-Pacific Gypsum Area Separation Wall assembly constructedcan be with or without a parapet. . 10. At intersection of the solid 2" Area Separation Wall and the underside of the structural roof sheathing; cut liner panels s at n i angio to provide a tight fit to the structural sheathing. The 2" Area Separation Wallis not required to be capped using a GStud. Where the shaftliner panels are not tight to the structural sheathing, apply an approved fireblocking material (see Special Conditions, ;f8) to both sides of the Area Separation Wall, 11. There are two code -compliant methods for installing a fire-resistant roof underiayment: the ledger strip method and the partial roof underlayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8" ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" wood ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall. 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should be protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through -penetration Firestop Systems. 13. Size and protection of openings in the solid 2" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with the 2006 IBC, Section 705.8; When the Georgia-Pacific Gypsum Area Separation Wail is designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings"i as listed in the 2006 IBC, Section' 705.1.1; openings are not permitted. l4. For specialized fid -use areas suchh as bathrooms the adjacent ' framed walls can be covered withh DensShielda Ti Ia Backer from Georgia-Pacific in lieu of standard paper -faced gypsum board or fiberglass mat -faced interior panels. 1 c . An offset occurs wI l>n oie unit Wends past the lirafit or back edge of an adJa fit nit. The [I -studs of the Area Separation r tion Wall are not designed far hanging she thin and cladding so planning is requireduired before construction begins.Ins. There are two ways to deal with the offset. The first option Is to pour enough concrete so that theSeparationArea Wall and adjacent 2x4 wall can extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wall. The second option is to terminate the Area Separation Wall at the end of the shared wall and then construct a one hour wall to the end of the offset unit. Both scenarios are shown in the Details section of this brochure. CAUTION: For product fire, safety and use information, go to gp.comr(safetyiofo. ror latest infnrmear ani updaum Technical Sorvice Hatline I-SM225.6119 ar wwwgpgypsum.com • 5 DensGlasr" Ultra Shaftliner Area Separation Walls Georgia-Pacific Gypsum Details Attic - Adjacent to Trusses" --- 1" DonsGiass Ultra Shaftliner panels - H -stud _ No minimum air space Wood truss - ••- 6" Wide 1/2" DensArmor Plus"' Fireguard" Type C panels or Only applies if solid will is accessible. 1/2" ToughRock,fireguardType C or It not accessible, the strips are not required. 5/8" ToughRock FireguardType X or 1" DensGlass" Ultra Shaftliner panels Typical Roof Junction 1 Layer of 5/8" DensArmor Plus' 2" x 2" ledgor strips Type X gypsum panel for as required by codes] 1/2" DensArmor Plus gypsum panel or " Tau hRocr, 1 Ire rZ g gypsum board 1" DensGlass" Ultra _.....__.....__._ ___... __ _,. _....... . Shaftliner panels Caulk (smoke tight joint) I-- Roofing I'-- Roof deck 4 (D 2 HOUR SHAFT WALL_ ASSEMBLY - INSTALLATION SPECIFICATIONS AND DETAILS ,5 SCALE; N.T.S. Breakaway clip Fire blocking - Insulation 3/4" Minimum air space Design No. U373 August 19, 2008 Wall stating - 2 Hr (See Items 4, 4A and 48) Finish Rating - 120 Min (See Item 4) '314" 314" 34" AIR SPACE __-._._:«", A.IR SPACE -- .. ___ _., ,AIR SPACE 1, . � � � . � r M, .....,.' .... ,,..Y �.•� _. 1.. �...,.r,,, _ r �`�/i �!� �� �j�'. �%"� "'tip•+,, i�, �if�/ . + L i _ -4- 7 - ..a G` t fi I f l ..dn ,l 3/4 AIF ;PACT r. ; .... -1. (:'f:)NFICTUR.5LT101N A +`r F1'+'1�1?�F1ftT?'Ef'l;th1 AiLF<r1 S'Fi'l1PA"!Ts?V AIL S it t�'7,1 �. � :,r---------• .,�,Y, -. � ,fir`` N' a'. _1 ,+ 1 f ... - 314"AIR SPACE •- .; q i' , CONFIGURATION B V'F'I;DS D TO FfRFYT ( LT,, f1T + iT KR STnE AREA SEPARATION WALL: - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Wall - 2.3/16 In. wide channel shaped with 1 In. long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 In. OC. 2, Steel Studs - Steel members formed from No. 25 MSG gals steel having "H" - shaped flanges spaced 24 In. OC; overall depth 2-1/8 In. and flange width 1-1/2 In. 3, Gypsum Board* - Two layers of 1 in. thick gypsum wallboard liner panels, supplied In nam 24 in, widths. Vertical edges of panels friction fitted into "H" - shaped studs. GEORGIA -PACIFIC GYPSUM L L C - Types TRSL, DGUSL PROTECTED WALL: - (Bearing or Nonbearing Wall, as Indicated in Items 4, 4A and 48) 4. Wood Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 In., max spacing 24 In. OC. Studs cross - braced at mrdheight where necessary for clip attachment. Min 3/4 In. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A, Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min No, 20 MSG (0.0329 In., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 GSG (0,036 In, thick) gamy steel or No. 20'MSG (0.033 in. thick) primed steel,, cold formed, shall be designed In accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural Integrity of the wall assembly, including the axial design load of the studs, shalt be ;!s speclMed by the steel stud designer and/or producer, and Shall meet the requirements of atl applir-able - . _.._ _ . _ -e-111-1-11-1-117 .___-_'1---1-1- W."(5 .. soca` C a agenr3es:"ire ri 8x stud"spacing pt'watI assemblies not exceed'�4. Suds atched to floor and ceftM9 tracks with 1/2 1n. Tong Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 K, min bare metal thickness) steel or min No. 20 GSG (0,036 In. thick) gale°steel-or No: 20 MSG (0.033, irr. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a Moor, telling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. O.C. Studs cross -braced with stud framing at mldheight where necessary for clip attachment. Min 3/4 In, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 48. Steel Studs - (As an alternate to Items 4 and 4A, for use In Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG Corrosion -protected steel, min 3-1/2 in. wide, min 1-1/4 In, flanges and 1/4 In. return, spaced a max of 24 in, OC. Studs to be cut 3/8 to 3/4 in, less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min i In, long legs, attached to floor and ceiling with fasteners 24 In. OC max.. Studs cross -braced with stud framing at mldheight where necessary for clip attachment. Min 3/4 In. separation between steel framing and area separation wall, Finish rating has not been evaluated for Steel Studs. S. Gypsum Board - Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-1/4 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 48) with 1 In, long Type 5 steel screws spaced 12 In. OC. Vertical joints located over studs. (optional) Joints covered with paper tape and joint compound, Nall or screw heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.062 In. thick, min 2 in. wide with min 2 In. and 2-1/2 in. legs. Clips secured with one Type' S screw 3/8 In, long to "H" studs and with one Type W screw 1-1/4 In, long to wood framing'or steel framing through hones provided In c6p. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high, For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7, Batts and Blankets* - (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool Insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. UL-U373 SCALE: N.T.S. 2 HR WALL System No. W -L-2377 F Ratings _ 1 and 2 Hr See Items 1 and 3 T Ratings 1 and 2 Hr See Items 1 and 3� L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Ratinq at 4007 - 4 CFM/Sq Ft 1. WALL. ASSEMBLY - THE 1 AND 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN, WIDE BY 1-3/8 IN, DEEP CHANNELS SPACED MAX 24 IN. OC. B. GYPSUM BOARD" - THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR 0400 SERIES DESIGNIGN IN THE UL FIRE RESISTA NCE DIRECTORY, MAX DIAM OF OPENING IS 3 IN. TIN F THE WALL T HOURLY FIRE RATING 0 T FIRESTOP SYSTEM IS EQUAL 0 THE H THE HOURLY F AND T RATING OF HE FIE Q ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO A MAX 1-1/4 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) FLOWGUARD GOLDOSDR11 CPVC PIPE FOR USI" IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTEROSDR13.5 CPVC PIPE FOR USE IN CLOSFD (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL" - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN, DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -ONE SFALANT *BEARING THE U CLASSIFICATION MARK LCLS SI F of Reproduced h HILTI Inc Courtesy P Y UnLaboratories,Inc. der Underwriters e s V L Hilti FjrestoP Systerns June 20, 2000s FIRE CAULK - HILTI SYSTEM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 TO 2 -HOUR &\"VW_AYNE SCALE. NONE Automatic Fire Sprinklers, Inc. PENETRATION SCALE: N.T.S. 00203 PROTECTION 2 HR No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. [jjlr 4 Melbourne FL, 32940 D E S I G N TEL: (32 11 288-6274 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. LDRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 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 not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Proje Namect LOCH LAKE PH 3 SANFORD, FL 28' TOWNS Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title TSHAFT LINER DETAILS AND SPECS Title Drawn CHRIS BERGERON Checked TF By By Scale1/4"=1'-0" Sheet No. Date MARCH 2013 Project 10025 D2 No. No 10025 -DETAILS STEP 1 STEP 2 1 STEP 3 STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSEWRAP AT 45" ANGLE MODII IED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SIILATHING STUD WALL INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGF JAMB5 EXTEND MEMBRAI FLASHINGMIN 1" SILL FLEXIBLE IL EMPORARILY OLD -UP & SCC OUSEWRAP (OR LICK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE. SII L R.0 INSTALL SELF -AD NEMBR0 RA'HINC NAILING I •t EAD EXTEND SF[ F-AD MEMBRAI• 1" MIN B FLASHIN( ALIGN FLASHING W/ INT, EDGE Of SILL R.O. MFCHANICAt LY FASTEN FANNED EDGE (CAP NAI STAPLES) IF RE( BY FLASHING, M INSTALL 9" WIDE I LEXIDLL Mf.M11R of SILL. EXTEND FLASHIN ,PPLY (' NOM. :ONTIN000S BEA ;EALANT AT JAN ,NO HEAD or AF '0 BACK OF WIN (AILING FLANGE NE W/ 'RE -PUNCHED H )R SLOTS, INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS 14 WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITHASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SFLF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WABEN@ SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. SEAL WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12' UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WTH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REOUIPEO) FLEXIBLE FLASHING at SILL, FLUSH TO INTERIOR FRAMING. / INTERIOR VIEW STEP 7 STEP 8 STEP 9 WINDOW FLASHING INSTALLATION DETAILS N.T.S. � OPENING FLASHING DETAILS SCALE: N.T.S. FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION— OVER GALV, MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. (b" NOMINAL THICKNESS) FINISH SECOND FLOOR PROVIDE CONTINUOUS ;" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS r OSB SUBFLOOR GLUED & SCREWED SCALE: N.T.S. ALUM. DRIP EDGE SET I PLA; ROOF CEMENT & NAILED OVER �x1r BLOCKING PREFIN. ALUM. fASdA _ 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 OF MTL. DRIP AT EAVES. ASPHALT SHINGLES OVER N15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL LATH W/ /15 FELT PAPER OVER APPROVED HOUSEWRAP. (i NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 3T," POURED CONCRETE SLAB ON VAPOUR BARRIE CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL, POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION SCALE: N.T.S. ROOF CONSTRUCTION ATTIC VENTILATION (f BC -R6061 ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16^ MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH 'H" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50x & MAX. BOX OF APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Bd GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 0 6' O.C. EAVE IN UPPER PORTION OF ATTIC SPACE. INSULATION BAFFLE BETWEEN 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO �p HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. 'L DRIP AT EAVES. �`� VpRXEs MSN• god` TOP OF BLOCK _ PROVIDE MIN. R19 BATT INSUL & DRYWALL CaUNG OFFIT I ; PROVIDE 0.0021" POLYETHYLENE FILM OR #15 FELT U/S OF BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES ALUM. DRIP EDGE SET IN PLASTIC ROOF CEMENT I - BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL y5 .o NAILED OVER �'x1)" 1._0. I REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7' BLOCKING INTO BOND BEAM. (SEE STRUCT. ENGINEER'S OP NDOW CONNECTION SCHEDULE) WI PREFIN. ALUM. FASCIA & .9 " VENTED SOFFIT. p Y' PROVIDE 1' RAISED FRIEZE BD. W/ SMOOTH 1•..:75.. CEMENTITIOUS FINISH (PER ELEVATION) FINISHED TEXTURE COATING PER BUILDER Z "8 ' #5 VERTICAL REBAR IN CONIC, FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO CEMEHTDOUS APPLICATION.CONT. ROD IN FOOTING & BOND BEAM NOMINAL THICKNESS)3 TYPICAL EAVE DETAIL SCALE. N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS ��ON DESIGNS & STRUCT. ENGINEER'S FRAMING r F�EVP SPECIFICATIONS) Q\�CN VPR�ES SE ALUM, DRIP EDGE OVER --- ROCF INSULATION BAFFLE J"x1}" OVER 1i"x5j" SPR. % \ BETWEEN EACH TRUSS FASCIA ATTIC TOP OF PLATE — " PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT 1" DRYWALL CEILING `D TOP OF WINDOWS 1'-0" 42" SEE STRUCT ENGINEER'S SPECIFICATIONS FOR CONNECTIONI C—SiD7;. ___ , bo 0 4 SD7 t FINISH SECOND FLOOR — REQUIREMENTS \ VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR I" PAINTED DRYWALL 1j"01" STUDS 0 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) J" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER _ GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) 16" DEEP OPEN WEB FLOOR TRUSSES PER 16" DEEP OPEN WEB FLOOR R SSES PER. FLOOR TRUSS LAYOUT a I ' PROVIDE 01 POLYETHYLENE FILM OR 115 FELT " BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES I•': BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & FINISHED TEXTURE COATING PER BUILDER UPLIFT REQUIREMENTS) SPECIFICATIONS OVER PRIMED 3 COAT SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CEMENT171OUS APPLICATION, ag' CONNECTIONS (}' NOMINAL THICKNESS)7B"' TOP OF WINDOWS STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE REINFORCED CONCRETE MASONRY UNIT INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. rx1r PRESSURE TREATED STRAPPING 0 24" O.C. Hi (R-1.10) T -NAILED INTO BLOCK, DRAWINGS) I INTERMEDIATE WALL SECTION SCALE: N.T.S. ALUM. DRIP EDGE SET I PLA; ROOF CEMENT & NAILED OVER �x1r BLOCKING PREFIN. ALUM. fASdA _ 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 OF MTL. DRIP AT EAVES. ASPHALT SHINGLES OVER N15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES 0 24"O.C. MAX. W/ 8d GUN PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMENTITIOUS FINISH APPLICATION OVER GALV. MTL LATH W/ /15 FELT PAPER OVER APPROVED HOUSEWRAP. (i NOMINAL THICKNESS) GARAGE 8" CONC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) 3T," POURED CONCRETE SLAB ON VAPOUR BARRIE CLEAN COMPACTED, TERMITE TREATED FILL. 6 MIL, POLYETHYLENE VAPOR BARRIER OVER COMPACTED FILL. FOOTING NOTE SEE FOOTING DETAIL FOR SIZE & REINFORCEMENT. YPICAL ONE STORY WALL SECTION SCALE: N.T.S. ROOF CONSTRUCTION ATTIC VENTILATION (f BC -R6061 ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16^ MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR OSB SHEATHING WITH 'H" CLIPS & ANCHORED TO 1:300 OF ATTIC AREA W/ MIN. 50x & MAX. BOX OF APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ Bd GUN REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE NAILS 0 6' O.C. EAVE IN UPPER PORTION OF ATTIC SPACE. INSULATION BAFFLE BETWEEN 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES EACH TRUSS OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO �p HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. 'L DRIP AT EAVES. �`� VpRXEs MSN• god` TOP OF BLOCK _ PROVIDE MIN. R19 BATT INSUL & DRYWALL CaUNG OFFIT I ; PROVIDE 0.0021" POLYETHYLENE FILM OR #15 FELT U/S OF BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES ALUM. DRIP EDGE SET IN PLASTIC ROOF CEMENT I - BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL y5 .o NAILED OVER �'x1)" 1._0. I REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7' BLOCKING INTO BOND BEAM. (SEE STRUCT. ENGINEER'S OP NDOW CONNECTION SCHEDULE) WI PREFIN. ALUM. FASCIA & .9 " VENTED SOFFIT. p Y' PROVIDE 1' RAISED FRIEZE BD. W/ SMOOTH 1•..:75.. CEMENTITIOUS FINISH (PER ELEVATION) FINISHED TEXTURE COATING PER BUILDER Z "8 ' #5 VERTICAL REBAR IN CONIC, FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT ENGINEER'S DRAWINGS W/ MIN. 25" OVERLAP, TIED TO CEMEHTDOUS APPLICATION.CONT. ROD IN FOOTING & BOND BEAM NOMINAL THICKNESS)3 TYPICAL EAVE DETAIL SCALE. N.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS ��ON DESIGNS & STRUCT. ENGINEER'S FRAMING r F�EVP SPECIFICATIONS) Q\�CN VPR�ES SE ALUM, DRIP EDGE OVER --- ROCF INSULATION BAFFLE J"x1}" OVER 1i"x5j" SPR. % \ BETWEEN EACH TRUSS FASCIA ATTIC TOP OF PLATE — " PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT 1" DRYWALL CEILING `D TOP OF WINDOWS 1'-0" 42" SEE STRUCT ENGINEER'S SPECIFICATIONS FOR CONNECTIONI C—SiD7;. ___ , bo 0 4 SD7 t FINISH SECOND FLOOR — REQUIREMENTS \ VENTED SOFFIT INSTALLED PER MANUFACTURER'S SPECIFICATIONS INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 SECOND FLOOR I" PAINTED DRYWALL 1j"01" STUDS 0 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) J" OSB EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER _ GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. NOMINAL THICKNESS) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TLI. D E S(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. QUJA. WB DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 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 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 28' .TOWNS Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title WALL SECTIONS AND DETAILS Brawn CHRIS BERGERON Checked TF Scale 1/411_11_011 Sheet No. Date MARCH 2013 Project 10025 D 3 No. No. 10025—DETAILS d 16" DEEP OPEN WEB FLOOR R SSES PER. FLOOR TRUSS LAYOU TOP OF C.M.U. WALL 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 " c cc GROUND FLOOR PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW o I " PAINTED DRYWALL (R-0.45) FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) ACTUAL WALL THICKNESS INSIDE AIR FILM (R-0.68) INCLUDING STRAPPING, DRYWALL & r CEMENTITIOUS f xi j" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1.10) FINISH = 9J" T -NAILED INTO BLOCK. 8" CONC. MASONRY UNIT WALL (R-1.11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION NOMINAL THICKNESS) - (R-1.00) SEE STRUCTURAL ENGINEER'S TOTAL R -VALUE = (R-8,61) DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT, ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL FINISH SLAB ON GRADE - 00 , A .. a a a A A Q FINISH GRADE `D z 4 a --- a co o PLASTER SKIM COAT OR PAINTED FOUNDATION WALL 31" CONCRETE SLAB ON 6 MIL, ARIIPOLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TLI. D E S(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. QUJA. WB DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 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 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 28' .TOWNS Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title WALL SECTIONS AND DETAILS Brawn CHRIS BERGERON Checked TF Scale 1/411_11_011 Sheet No. Date MARCH 2013 Project 10025 D 3 No. No. 10025—DETAILS UL U338 1 HOUR RATED NON-LOADBEARING PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER g" 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 00 ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF TOP OF PLATE 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD - DO NOT VENT OR PENETRATE SOFFIT FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE FINISH GRADE C° o z PLASTER SKIM COAT OR PAINTED FOUNDATION WALL r S SE`s PR\F- RpOF INSULATION BAFFLE BETWEEN EACH TRUSS ATTIC PROVIDE MIN. R19 BATT INSUL. & �" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED (U309] EXTERIOR FIRE WALL SEE SHEET SD6 $" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) $" TYPE "X" RATED GYP/ BD. EXTERIOR SHEATHING FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED HOUSEWRAP. ($" 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 CONC. LINTEL FULLY GROUTED W/ CONT, #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS n� REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL ° 4 4 a- a O 4 d 31" CONCRETE SLAB ON 6 MIL. ARIES POLYETHYLENE VAPOR BARRIER CLEAN COMPACTED, TERMITE TREATED FILL. POURED CONC. FOOTING SLAB THICKENING. (SEE ENGINEER'S DETAIL FOR SIZE & REINF.) 1 HOUR EXTERIOR WALL SECTION (TYP) "i %SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD Base layer E/a" type X gypsum wallboard applied at light angles to wood roof trusses 24" o.c. with 11/4" Type W or S drywall screws 24' o.c. Face layer Ole type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1714" Type W or S drywall screws 12" o.c. at joints and tmermedtate trusses and ith" 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 Ile wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering, UL DETAILS Approx. Ceiling Weight: 8 pef Fire Test: FM FC 172, 2-25-72; ITS, 8-8-98 Design No. U301 Bearing Wall Rating -2 HR.. Finish R2 ting - 66m in. -"-...� 16" O.C. I 1,661 Olt - ZD C �l f' i x 4sS €ir2StQpped 1- Nai heads - Ear posed or coiwed vvith joint finisher, 2. Joints Exposed or emrered with hbeatape and joint finisher. As analirrnate, nominal 3132 in. thick gypsum veneer plaster maybe apptsed to the entire surface of Classified veneer baseboard. Joints reinforced. 3. Nals- f)d cement coated nails 1-719 in. long, 4.4915 in. shank dim, lid ir1.r ctiam headstand Sd cemantcoated nails 2-318 in. long, 4.113 irk shank diam„ 9i32 in. diam heads. 4'r Gypsum Board 5 I in. lbick; 4wlo hylars aprhed either horizontally or ,ierticall y. Inner layeT attached to studs pith the 1-71S in. nails spaced 6 in. OC. fluter la3e attached to studs over inner lays rwith the 2-318 in. long nailsspaced 8 in. 0C_ Vertical joints locaW amstuda ill joints in face layer staggered %rith joints in baste layers: Joints ofleaeh base layer offset with joints of base layer on opposite side: Vr'hen used in widths othertan 43 in, gypsum board to be installed horizmntallgr: %en Steel Framing Xlemberss (Item 6) are used, base layer attached to furring channels with 1. in. long Type S bugle -head steel screvios spaced max 24 in. OC face la3eratiat+hed vtilh 1-313 ins long Type S bugle -head steel screws spaced max 12 in, 0C_ (:6 ) UL DETAILS -supra ace. Dsoe o 15, lose M 3 Nerrhq larr Emmnbmrin q wall ReNnp - L NE. (Sw notes 2 ane 2A) Mnlsh Areas - One Layer er WeUbm d --Wan. 20 Min. Two tan ens f W.Ilb-M - Min. So Min LON Restricted her Canadian APpbmtde - am Oukk SXM 4 1 2 It RRGNrAL 0ECnON L Wade abide -him 2 by 9 or 2 by 4 In., Eat awe, tPec4d 241n. O.C. Ment, 411b00wlY &W"W. 2. 0ypewn bard• - For NwlW ng well rating - One Inver of SM In. Mick, gyp.. board shoe d m each eh df 'Wd4 Gypnem board.Ppi hprbdnbly a v.rauly, encs apeclne0 !,Z., vote verdtal )dab -Wed on falls, end M44d M suds all earns plebs 7 n. O.C. WRh ad eerem W d nab, 1-7/014.1019, 0.0913 In. mmk diem and 114 In. deem hada Asan ekerlaate, No. 6 blpla Med drywall wawa, 1.7/011. Nng, may be substituted For the ad cement meth rete 25. GYPsum bard- - (As an alternate t6 Item 2, not shown) - For Nonbearing Wall Mtng - Any 5/8 in. thick gypsum panels suppled by the clammed Companies listed below Mown Gypsum Board* (CKMX) eat." V. Applied horizontally Or verwallyare arbod" to 9.ft and beering plata with 1-314 n. I" Type W mese Mand gypsum panel AMM screws po 'nd • max S n. OC, with last screw I In. Indian edge of board. When need In wkith. other than 48 In., gypsum board to be nrtelhal hcrizonSoRy. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USD MEXICO S A DE C Y 2C. O"mm E6ard• - Same as Rem 20. For bearing Wall rating - Additional layer W 3/S M. thick, 4 R wide wallboard each see of assembly, Attached to studs over Inner layer S In. O.C. max with 1-7/8 In. long Type W costae thread gypsum panel sed screws. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO UBO MEXICO s A DE C Y 2D. Gypsum bard• - (As an aXemate to Item 2, net shown) - For Nonbearing Wall rating - 5/S In, thick gypsum panels applied MrizerNally or veft"ly and attached to studs and bearing plata with 1-1/41n, long Type W marshe thread gypsum panel steel -craw' spared a max 8 In. OC, with est screw 1 In. porn edge W board. when used In widths other than 48 In., gypsum board to be Installed horizontally. AMERICAN GYPSUM CO - Type Atli AG -C LERTAVMED GYPSUM INC - Proll Type C or Pn ii Type X CERTavirr D GYPSUM CANADA INC - PMPM Type C or PMRm type x TEMPLE-INLAND -Type TG{ 2e. Gypsum bards - Same as Item 2D. For Sarah; Wall MMng - Additional layer or SPS Ill. thick, 4 R wide wallboard each side of anon". Attached to Muds over Inner layer 8In. O.C, Max with 1-7/0 In. cog Type W Corn thread gypsum panel steel screws. AMERICAN GYPSUM CO - Type AOX-1, AG -C CERTAINTSED GYPSUM INC - Firti Type C or PrcROC Type X CERTAINTEED GYPSUM CANADA INC - Proli Type C or ProRoc Type X TEMPLE-niW4D - Type Ti 21'. Gypsum bard' - (As an alternate to Item 2, not shown) - For Mmbearmg Wall rating - WE in. thick gypsum pone[#, with square edges, applied either horizontally or vertically. Gypsum panels fastened to fremkp with 1.1/4 In. keg Type w Coarse hired gypsum panel steel scrovN spaced a max 8In. Or. with last 2'crews i and 41n. from edge of board or nailed as described In Rwi Item 3. When used In width of other than 48 In., gypsum boards are to be Installed holism ally, TEMPLE-INLAND - GaanGlad Type X. TEMPLE-INIAND - Type X CDfrTattGWrd bound Deadening Gypsum board. 21. wan and Paretlon Peelings, and Ac on"* - (As an eitemate to Items 2 through 2N) - Nomlnsl 518 In. thick, 4 R wide panels, applied wmally and secured as described In Item 2 or 2A. SERIOUS MATERIALS INC - Types Qule"lotk ES, QulstAak 327 3. ]o1nM and Nall Meda - Gypsum boats )atnt of outer layer covered with poplar ape and )Wan mngound. Nell heeds of outer layer cleared with )elm compound. As an alternate, nom 3/32 In, thick gypsum veneer plaster may be Applied to Me entire surface of Claswnnd veneer besebowE with pints reinforced with paper ops. 4. Sato and SkmMeb• - (Optdna) - Man 1'In. thlcknaa glass Or mineral Ober batt Insulation. See Solt and Slanksb• (6212) Catepery for names W classified e:o splens. 4A. Fiber, SPr * - Man aitemab b Sato and OWnkae (Item 4) - Spray, applied cel[Woas moMi 71-4 rattle lap he wile water m C;e y fill the enclosed ca Gly In accordance with the application Instructions suppled with the product Nominal dry denelly, of 3.0 I1,/113. Alternate applcatlon method: The Ober N applied with U.S. GreenhMr LLC Type A13100 Mt malt edhaM at a nominal ratio of one part edhewe to 6.6 parts nber to Completely Rn to andosed cevly In OCCOManee with the appleatan Instructions suppled with the product Nominal dry deeply M 2.3 WO. U S GREENFIEER L L C - Cocoo02,belted or Cocoon -FAM (Fire Rated Material) 40. Meant, Speryad• - M an alternate to Salt and Blankets (Item 4) and Itch E-A - Spay applied cellulase instAsom rrdorial. The Mbar la applied with water M Interior surfaca In accordance with the application n'huc[hm' suppled with the product. Applied to completely fill the enclosed cavity. Minimum dry densly of 4,3 pounds per eublc R. NWWOOL CO INC - Cellulose Insulation 4C. MIMr, Spayeda - M an alternate to Sate and Benli (Item 4) - Spay applied allulose nor. The fiber Is applied wan water M completely fill the enclosed O ly In accordance with the application Instructions supplied with the product TM minknorn dry densly than be 4.301DWR3. VnTMATEOMAL CELLULOSE CORP - Collect l I rinp Ma UL ClasRfiGtlon Mark � UL DETA LS G UL DETAILS REPRINTED WITH PERMISSION FROM UNDERWRITERS LABORATORIES. COPYRIGHT UNDERWRITERS LABORATORIES FIRE RETARDANT TREATED PLYWOOD SHEATHING ON PORCH ROOF - 2 LAYERS 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PFNE TRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH 1 HOUR RATED GA FILE N0, RC2602 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 (71 PORCH OVERHANG DETAIL SCALE: N.T.S. No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 IT, E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.tom 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. UAMFA DESIGN STUDIOS INC. 2171 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 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 Proje Namect LOCH LAKE PH 3 SANFORD, FL 28' TOWNS Copyright & Copy; O 2009 Quadra Design Stud'os Inc. Sheet Title FIREWALL DETAILS AND INFO hecked Brawn CHRIS BERGERON C,,, TF scale 1/4"=1'-0'l sheet No. Date MARCH 2013 A Project 10025 DE - No. N toe 10025 -DETAILS p a DESIGN CRITERIA AND LOADS Building Code WALL HEIGHT 2010 Florida Building and Residential Codes ZONE DESIGNATION Code for Design Loads 0 - 20 ft' ANSI/ASCE 7-10 +20.9 ROOF LOADING ............................................... Cd =1.25 TOP CHORD LIVE LOAD..................................20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD +18.7 -20.4 ATTICS WITH LIMITED STORAGE.. ............. 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF +17.7 (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD..... 5 PSF WIND LOADING ................................................. Cd = 1.60 ASCE 7-10,3S GUST........................................139 MPH BASIC WIND SPEED -27.9 EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING .............................................. Cd a 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 (6) 10d COMMON IN BEAM ROOF TRUSSES .............................................. LL/240 of TL/180 16 TL MAX 1" UP TO 16 40'SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 HGA10KT TL/240 H2.5T 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 WALL HEIGHT EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 ft' +20.9 -22.6 +20.9 -27.9 21 - 50 ft' +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 LL o 0.148" EDGES, 6" O.C. IN THE FIELD. (7/e" 24/16 SHEATHING MAY BE USED ON 1 -STORY ROOF) of VINYL SOFFIT MAX PRESSURE (psf) +20.9 -27.9 GARAGE DOOR PRESSURE SEE FRAMING PLAN I WALL HEIGHT L ¢ BRITTLE VENEER MIN "/32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (7/e" 24/16 2ND FLOOR .0F END ZONE (TyDESIGNATION INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE 0 Lu TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3.4 J WALL HEIGHT & STUD TYPE ¢ BRITTLE VENEER MIN "/32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (7/e" 24/16 U p FL (EXCLUDING BRICK VENEER) INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE 0 Lu (NOTE 8) FIELD. 2x4 BLOCKING IS REQUIRED AT UNSUPPORTED PANEL EDGES. u� 16 12 L) .. MIN 7/s' CATEGORY 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG 0 (n SHINGLE ROOF DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL LL o 0.148" EDGES, 6" O.C. IN THE FIELD. (7/e" 24/16 SHEATHING MAY BE USED ON 1 -STORY ROOF) of 2x6 SPF STUD, 2x6 NO.2 SPF 16 0? 16 16 FLOOR DECK: 23/2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. _ %" PLYWOOD OR EXTERIOR SHEETROCK TO TRUSSES, RAFTERS, OR BLOCKING AT PORCH CEILING BOARD: PERIMETER. TYP AS NOTED ON PLAN. (SHEETROCK FASTENED w/ 5d x 1 5/" COOLER ¢ 0 NAIL OR NO. 6 x 1 4" LONG SCREW: 4" O.C. AT EDGES, 8" O.C. IN FIELD. PLYWOOD 16 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 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148"x3" 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 WALL HEIGHT & STUD TYPE 8d COMMON 0.131" 8 FT 9 FT 10 FT 11 FT 12 FT 2x4 SPF STUD 16 12 -- - -- 2-%" 10d x 1 %" 0 0 2x4 NO2 SPF . 16 16 12 _ .. LL 0 (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 0.148" 3-Y4' 16d SINKER 0.148" 3 -Ya" of 2x6 SPF STUD, 2x6 NO.2 SPF 16 16 16 16 12 (13) 10d COMMON EACH END 2x4 SPF STUD12 (12) 16d COMMON & 5/" x 7" DRILL & EPDXY _ _ -- - ¢ 0 2x4 NO.2 SPF 16 16 12 -- -- LL 0 LL (2)2x4 NO.2 SPF, 2x5 NO.2 SPF (12) 10d x 1 Y2" IN TRUSS/RAFTER NOTE 7 (6) 10d COMMON IN BEAM (12) 10d x 1 Y2" IN STUD of 2x6 SPF STUD, 2x6 NO.2 SPF 16 16 16 16 12 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 TABLE 5: FASTENERS IN NOTES 1, 2, 3, 4 PRESSURE TREATED LUMBER LENGTH NOTE 1 PRESERVATIVE DIAMETER 8d COMMON 0.131" 2%" 8d RINGSHANK 0.113" 2-%" 10d x 1 %" 0.148" 1 %" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4' 16d SINKER 0.148" 3 -Ya" 16d COMMON 0.162" 3-Y" PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SILL PLATE w/ SODIUM NOT RECOMMENDED. BORATE (NOTE 1) STAINLESS CONNECTORS AND ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND FASTENERS REQUIRED. SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE CONNECTORS MUST HAVE ALL OTHER PT Z -MAX, G120 OR TRIPLE ZINC (INCLUDING ACQ & MCQ) COATED FINISH. HTT5 ALL FASTENERS MUST BE HOT MTS12 DIPPED GALVANIZED. 1. ALL MASONRY UNITS SHALL HAVE fm = 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 = 2,500PSI. 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 NOTES 2. 3. 4 DTT2Z NOTES: H3 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES BEARING ON CONCRETE OVER VAPOR BARRIER SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE BEFORE APPLICATION OF PROTECTIVE COATING. NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF ST-5.......................TYPICAL A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE HTT5 SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. MTS12 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS (NOTE 2) SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. LVLE MASONRY NOTES HDQ8-SDS3(20) 1. ALL MASONRY UNITS SHALL HAVE fm = 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 = 2,500PSI. 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 NOTES 2. 3. 4 DTT2Z (8) Ya" x 1 Y" SDS SCREWS IN STUD H3 (4) 8d IN TRUSS/RAFTER (NOTE 2) % " x 6" EMBED EPDXY OR SCREW ANCHOR ST -3 ......................1 (4) 8d IN PLATE HTT4 (18) 0.162" x 2 12" IN STUD/BEAM/TRUSS, CS18 (9) 10d COMMON EACH END OF STRAP (NOTE 2) %"0 x 6" EMBED ANCHOR IN CONCRETE (NOTE 1) ST-5.......................TYPICAL WALL SECTION SHEET HTT5 (26) 0.162" x 2 %" IN STUD/BEAM/TRUSS, MTS12 (7) 10d x 1 "EACH END (NOTE 2) 5/" 0 x 6" EMBED ANCHOR IN CONCRETE (NOTE 1) LVLE I R A 1 9 M C OLL M LVL ENGINEERED LUMBER, 1 3/4" WIDE HDQ8-SDS3(20) SDS 1/a" x 3" SCREWS IN STUD GROUP '/8" DIA.x12" EMBED ANCHOR IN CONCRETE MSTA24 (9) 10d COMMON EACH END META20(7) 10d x 1 %" IN TRUSS 4" WET EMBED IN GROUTED BLOCK WALL MSTA36 (13) 10d COMMON EACH END ABU44 (NOTE 6) (12) 16d COMMON & 5/" x 7" DRILL & EPDXY MSTAM36 (7) 10d COMMON IN WOOD FRAMING (4) Ya" x 2 4" TITEN SCREWS IN MASONRY ABU66 (12) 16d COMMON & 5/" x 7" DRILL & EPDXY MSTCM60 (26)10d COMMON IN WOOD FRAMING (NOTE 6) (12" EMBED AT GARAGE DOOR RETURNS) CU (14) 4" x 2 Ya" TITEN SCREWS IN MASONRY HU48, HUC48, HU28-2, HUC28-2 (14) 16d COMMON IN HEADER HTS20 (12) 10d x 1 Y2" IN TRUSS/RAFTER NOTE 7 (6) 10d COMMON IN BEAM (12) 10d x 1 Y2" IN STUD HU410, HUC410, HU210-2, HUC210-2 (18) 16d COMMON IN HEADER(10)10d HTSM20 COMMON IN TRUSS/RAFTER NOTE 7 (10) 10d COMMON IN BEAM (4) Y4' x 2 Ya" TITEN SCREWS IN MASONRY HGA10KT (4) SDS Ya" x 1 Y2" SCREWS IN TRUSS/RAFTER H2.5T (5) 8d x 1 %" IN TRUSS (4) SDS Ye" x 3" SCREWS IN TOP PLATE (5) 8d x 1 Y" IN TOP PLATE HGAM10KTA (4) SDS Ya" x 1 Y2" SCREWS IN TRUSS/RAFTER H8 (5) 10d x 1 Y2" IN TRUSS LL. (4) 4" x 2 3/a" TITEN SCREWS IN MASONRY (5) 10d x 1 %" IN PLATE TSP (9) 10d x 1 Y2" IN STUD (6) 10d x 1 Y2" 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 Y2" 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 Ya" 0 x 2 3/a" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 4" 0 x 1 3/" TITENS ILO 16d. 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 STA 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, IN A HOLE 1i8" 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, LINO. 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 TOE 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, LINO. HEADER FRAMING 1. ALL HEADER JACK AND KING STUS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d 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. OPEN I NGS > 6' OPENINGS IN 2x4 STUD WALLS GREATER THAN V 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 (2x6 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 ....................1 ST LEVEL ROOF FRAMING PLAN ST -4 ...................... 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) LEGEND LINO 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, 1 3/4" WIDE, UNO. N (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LVLE I R A 1 9 M C OLL M 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 12" ANCHOR @ 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, LINO. 2 STUDS p ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN DTT2Z BOTTOM OF STUD COLUMN CONNECTION • 1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1 ST LEVEL STUDS/HEADER/BEAM. • "ATC" REQUIRES 3/8" ATC WITHIN 3" OF SUPPORTED MEMBER. HEADER STRAPPING KEYNOTE CALLOUT NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD 1 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 1 ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP HEADER FRAMING KEYNOTE CALLOUT (2) 2x10 -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 W J J O r Q cliC C �' tt✓ f 1 C.. P ' d p t Od rN S z .'ia V ,i. Q j O Ln z DW Q7 U1W 0WILQz ,q* LLL y w leP o W O Ln (n00ZF-ZowowuNw wL O LwwRrlwa> pEwbod'i0 Z OW 0 wwjpwm-aw (/) pima ZW I-WJMDZU W Qa�<mm3:wW0)DtowW Z 4 wjPmZ owl' -11w WALL pHZI`_ZWO�OXa��p� W pa 0F0N= ZZQCO W La IL I XW04pZ W R -ow FZQFwp�_o 0 W wwZ X<WEIQw� wZ Z ZwLjwQWaRZZJ=ZNFwz I>-ZQO--a�004w0 Z ZpOQmZ_-�Q0z3zIIF= W W J H f W W ZOIf5IdE9 Oi�� zv<_UrL ti WOp�jFa-� .0Ld H�I- Ip0J O �0E-z I<LMa06F-E10 J LJ.. Z SHEET NO.: 0 ST -1 o STRUCTURAL CL SPECIFICATIONS 0 JOB NO.: L) AB1877 Q SUBDIVISION: o Loch Lake J LJ- LOT NO.: U 49-46 FLOOR PLAN: o Building 10 ZDESIGNED: C) KFC/JEF W I-- REVIEWED: DBM Q REVISIONS DATE m W r e a,r O , ! I Z�. Co D E XO p p Qco 1 11111//I O . �. No • •w•• •F •w, o : �: a ;11457 08-05-2013 ICU N Ln CD L.1. L N > 00 I CU N CIL N 0 M Opt' J LL. W J J O r Q cliC C �' tt✓ f 1 C.. P ' d p t Od rN S z .'ia V ,i. Q j O Ln z DW Q7 U1W 0WILQz ,q* LLL y w leP o W O Ln (n00ZF-ZowowuNw wL O LwwRrlwa> pEwbod'i0 Z OW 0 wwjpwm-aw (/) pima ZW I-WJMDZU W Qa�<mm3:wW0)DtowW Z 4 wjPmZ owl' -11w WALL pHZI`_ZWO�OXa��p� W pa 0F0N= ZZQCO W La IL I XW04pZ W R -ow FZQFwp�_o 0 W wwZ X<WEIQw� wZ Z ZwLjwQWaRZZJ=ZNFwz I>-ZQO--a�004w0 Z ZpOQmZ_-�Q0z3zIIF= W W J H f W W ZOIf5IdE9 Oi�� zv<_UrL ti WOp�jFa-� .0Ld H�I- Ip0J O �0E-z I<LMa06F-E10 J LJ.. Z SHEET NO.: 0 ST -1 o STRUCTURAL CL SPECIFICATIONS 0 JOB NO.: L) AB1877 Q SUBDIVISION: o Loch Lake J LJ- LOT NO.: U 49-46 FLOOR PLAN: o Building 10 ZDESIGNED: C) KFC/JEF W I-- REVIEWED: DBM Q REVISIONS DATE m W r e a,r O , ! I Z�. Co D E XO p p Qco 1 11111//I O . �. No • •w•• •F •w, o : �: a ;11457 08-05-2013 GENERAL FOUNDATION NOTES 1. 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. 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. FOUNDATION KEYNOTES: FOUNDATION PLAN 1/411= 1'0" O DEEP THICKENED EDGE AA8"x8" W/(1)#4 CONT AB12" DEEP FTG W/#4 @ 12" =3 EW UNDER BOX COLUMN Ac16"SQx12" DEEP FTG W/ (3)#4 EW LO 24"SQx20" DEEP FTG W/ D (3)#4 EW 30"SQx20" DEEP FTG W/ E (4)#4 EW 36"SQx20" DEEP FTG W/ F (4)#4 EW 48"SQx24" DEEP FTG W/ G (5)#4 EW, T&B FOUNDATION PLAN 1/411= 1'0" O a% O =3 (Q LO 0414 > 00 .� C o ,C d' a N N 0 M 0 -i LL W J J > yi Z O O r P W t� n O Z R ;. ii O! /D/� vi (` W W Z ❑ IL L3Q O Q7 mW ❑ it m WL4Z Q avL -Q WO O moot 00? -ZUmUWm0! wLa}WW ?OmQajW www> QMWFOUQI�O C0 QOma mwo .ZwFQ}WZ�p W Q0. E9m=WW�F-NW W WF- ❑ U� _Z Q=�m�m WF-F=-CZWQ4. OMW O-10: -ow ja101 <w m Ina w r,aQ�-20womoaoZ ZZ Xw Q =� W i-owX-z<Fwm-mo W W m Q W W - V Q m Z Z ZIl.ZQp��aU0WQW0 nQnZ}Wmw13@zZ' f Z WWoam?-�Qw a W W ZOvmWL9 mxmwu- =a W � ¢ ZYZI UWP-QFa_ F-IZ- It QQ ZE F.OWaR Elmo -�IQ❑J O . UF-?3NamQ8-(1i UU J LL Z SHEET NO.: o ST -2 oFOUNDATION CL PLAN 0 JOB NO.: v AB 1877 SUBDIVISION: o Loch Lake J LL. LOT NO.: z 49-46 FLOOR PLAN: o Building 10 0 Z DESIGNED: w KFC/JEF REVIEWED: w DBM a ¢ REVISIONS DATE 7 m 0 W Z O r , i Z CO Lii .../ _O F— F- 0 �. LL Cl)♦♦ ♦ %' Rt 1111/ O — '•7 5� No • •LU - w.• E F . cu: o vk \? - , 457 08-05-2013 a S TII BOND BEAM REINFORCEMENT (SEE WALL SECTION) w D 0 FILL SOLID TO UBOND BEAM Cl) (1) #5 CONTININUOUS IN PRECAST LINTEL 8FX-1 B/1T 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. TYPICAL PRECAST LINTEL 4 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" 8F32-1B/1T PRESTRESSED L-2 4'-6" 8F16-1B/1T L-3 2'-4" 8F16-1B/1T L-4 3'-0" 8F16-1B/1T L-5 V-0" 8F16-1B/1T � L-6 3'-4" 8F16-1B/1T DOWEL AND LINTEL PLACEMENT PLAN 1/411= 1'0" NOTES ■ 1. NO. 5 BAR VERTICAL DOWEL REQUIRED, TYP AS SHOWN 2. THIS DESIGN UTILIZES A 2 COURSE REINFORCED BOND BEAM AT TOP 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'-0" O.C. _(D 0) rZ z (V ,oma, M v! Q � L = CIO N � � Q o ,L I Cu 04 N M O -i u - W J 1 Y I k 0� "r w lr , L I a. o-, C0 ti W W z �o ILU 0 Qz0:w Q 7 N ❑ W L 4 Z p iWvi-p WO LO UID❑z F-zpmaWrjmIr ap ZpmQ@Qzz0 Z DW❑ WwJ01,W m 3 LL 0 ZZ Wco m❑ 0 10 m}W�uum❑1�W W QaFapWW(nU)r.w 'wlH�WZ alFmmm Fn I'F-❑ -z� 0 Z L d ❑ DWWIL3:m LL -❑WX jpaw zaQXw-g0F0 lL0z W W W Z UJ W X a W V Q M W W I` Z Z zw wlmzzDF-ZMI F5 0 I}ZQo— —a u0E7Q W ❑ W W W J I m- w F z F Q WK D E7WIs F.w0 bw<mt-d ¢ 3: z ZI E]WR-pWu F- I 'z Q F-ZU<i umal WDZg o.- nHZ- mm<api7 - z a 0 J LL z. SHEET NO.: O ST -2A oDOWEL 6- PLACEMENT PLAN 0 JOB NO.: v AB 1877 SUBDIVISION: o Loch Lake J LL LOT NO.: z 49-46 FLOOR PLAN: o Building 10 0 Z DESIGNED: v KFC/JEF W F- REVIEWED: DBM ¢ REVISIONS DATE •'7 m W Z O W erre ¢ til 6 Z N O U e �GSNS '•.•. i��' .� ��AS • -k 0 • r :w: e OF Lu W. • ....... ,,,,�, Q 010W. 71457 08-05-2013 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. 2. 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 BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. 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) Y4" x 4-Y2" LONG #14 WOOD SCREWS PT 2x8 ................(5) Y4" X 4-Y" LONG #14 WOOD SCREWS PT 2x10 ..............(7) Y4' X 4-Y2" LONG #14 WOOD SCREWS PT 2x12 ..............(9) Y4" X 4-%" LONG #14 WOOD SCREWS 4. OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3)16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 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. 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. ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 1/4 " = 1 O�� . FLOOR TRUSSES ARE HELD IN 1" FOR SHEATHING AND STUCCO. RAFTER SPAN SCHEDULE O.C. LUMBER SIZE SPACING LUMBER SIZE 2x10 12" 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26'-0" 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP QD q 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. ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 1/4 " = 1 O�� . FLOOR TRUSSES ARE HELD IN 1" FOR SHEATHING AND STUCCO. CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26-4- 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. ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING 1/4 " = 1 O�� . FLOOR TRUSSES ARE HELD IN 1" FOR SHEATHING AND STUCCO. W J J Aa Y r U a � lid N W F- D � ' t O N , ¢ tiy�h a s z,.. O C0 z fp hQ O m 0 0 w L Q Z WO =UELF-p WO JO�� FZOmOWE7mm (~ Q W W Z W J J m J Z Z 0 F OID<m<mWW OW W m 0 W W w w L N N_ 0 Z 0"M F-MJO OR W 0 0 m a F Z >* W Z F O WQa�Q0w=www tomI--ww Z Q=f"m��FF Iw0ZQ4 F- OQ IL0 F-aZW-3 0HZdZwOzOxa�Om Irw = W OQ < XEl wlw.pOIOQOZ Z W wwZWxQzE)<a: L Q W V o m mZzJF-ZOt�WZ W w W J0 < m? w 7 Q F- W Z 0 m v a I Z>'Z=Qvtvt_pFQli ❑_ I-Z[E3< LLllz01Owwzit . 0 W 0 r- U Hz3 N m m< 0 9 F� U U J LL. Z SHEET NO.: 0 ST -3A ROOF FRAMING a0 PLAN 0 JOB NO.: ¢ AB 1877 SUBDIVISION: 0 Loch Lake Lt_ LOT NO.: z 49-46 FLOOR PLAN: o Building 10 Z DESIGNED: w KFC/JEF I- REVIEWED: DBM ¢ REVISIONS DATE m ❑ W Z O' x ''Z vJ ,�Mi D _O EXU co —WAI 11 1 oll �0— : No • _ uj _ • Uof - 9' to 1 o •��,�� D Dem a P.E.I lW143�1 O N N _(D 0) cop O O LO L QD q tom•" CCU { 00 L C) ,C •� d' N N M 0 O _I u_ Ctz W J J Aa Y r U a � lid N W F- D � ' t O N , ¢ tiy�h a s z,.. O C0 z fp hQ O m 0 0 w L Q Z WO =UELF-p WO JO�� FZOmOWE7mm (~ Q W W Z W J J m J Z Z 0 F OID<m<mWW OW W m 0 W W w w L N N_ 0 Z 0"M F-MJO OR W 0 0 m a F Z >* W Z F O WQa�Q0w=www tomI--ww Z Q=f"m��FF Iw0ZQ4 F- OQ IL0 F-aZW-3 0HZdZwOzOxa�Om Irw = W OQ < XEl wlw.pOIOQOZ Z W wwZWxQzE)<a: L Q W V o m mZzJF-ZOt�WZ W w W J0 < m? w 7 Q F- W Z 0 m v a I Z>'Z=Qvtvt_pFQli ❑_ I-Z[E3< LLllz01Owwzit . 0 W 0 r- U Hz3 N m m< 0 9 F� U U J LL. Z SHEET NO.: 0 ST -3A ROOF FRAMING a0 PLAN 0 JOB NO.: ¢ AB 1877 SUBDIVISION: 0 Loch Lake Lt_ LOT NO.: z 49-46 FLOOR PLAN: o Building 10 Z DESIGNED: w KFC/JEF I- REVIEWED: DBM ¢ REVISIONS DATE m ❑ W Z O' x ''Z vJ ,�Mi D _O EXU co —WAI 11 1 oll �0— : No • _ uj _ • Uof - 9' to 1 o •��,�� D Dem a P.E.I lW143�1 LL L) O� a 0 0 L Lm a. LL J N 3z LU 00 L 3 z� Oz O� Q 2 m , 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 FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d Q 3" O.C. SECOND LEVEL STRUCTURAL FRAMING PLAN 1/411= 1'O" DU LO Dt1m 2@ D LL Y a l U) J N �z L � N 3 z� D J Q n 0 N a) 06 U) r,- t N M O _.J U)LJ.. O a) IVO L- C) N c a) 04 > a) 00 C) I C d (L N N M O J LL W J O i U) Q r 1 Z Yf raw - p, Cl)LO cc Z G ❑ IL ItW 0 aZMIrM U) J 0 0- F W Up J O W O Z R Qi~aaw Zpm<m<3wL, O Lwm> pN F-pUmmi Z OOWW� F�JC) -a N pima wwpw -jmpZE) z w <0mIwU)0) - WR Z <1"jmwl-Fmzw- i G7pZZm—�X waOX W_ O� Q ZaQKW001w-OmIaOZ w WWZW x Q W U Q M m W W Z W U_ 0 m Z ZzmP I}ZQ0ZZJ000WZ D --a < Q p E3 0Z>.LMWL36ZZ1 Z Z04 -w ww0fm?W7a�ZQ:y wz0 0 W L9F Wtid Q =QZ�Z�4VW�-0 Q F—ZE3<ii OW01 wc3Z< 0 Q Q UF - Z Lw<06 1 --00 J LL Z SHEET NO.: o ST -4 STRUCTURAL a FRAMING PLAN 0 JOB NO.: L) AB1877 Q SUBDIVISION: o Loch Lake LL Q LOT NO.: z 49-46 FLOOR PLAN: o Building 10 O Z DESIGNED: w KFC/JEF F- REVIEWED: DBM n. Q REVISIONS DATE 7 03 W E X C0 .%% Z Q .a.ti _O F— F— U e e LL Q \ %% ((� •G NSA+` ••' N0 ' cc W U of :W '0 •. a �•,0,L 0 ,, ., .,,.• Q P.�!irba►Mb� 08-05-2013 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" O.C. FASTENED TO EACH TRUSS W/ (3)10d 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) 8d x 1-�' GABLE TRUSS 24" LONG 2x4 NO.2 SYP SCAB _ _ _ _ _ _ APPLIED TO GABLE VERTICAL F W/ 10d AT W O.C. I 2x6 NO 2 SYP DIAGONAL BRACE FASTEN (1) SIMPSON HGA10 BRACE I I CONNECTOR FROM TO DIAGONAL BRACE TO GABLE VERTICAL I I 2x4 NO.2 SYP BLOCK CONTINUOUS BETWEEN DIAGONAL BRACES. FASTEN TO DBL TOP PLATE W/ 10d ` AT 3" O.C. FASTEN (1) SIMPSON HGA10 BRACE CONNECTORC J L — FROM TO DIAGONAL BRACE TO GABLE VERTICAL GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN 1. FACE NAIL GABLE BOTTOM CHORD TO CONTINUOUS BLOCKING W/ 10d @ 8" O.C. 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 W/ (8) 10d @ 48" O.C. OR TOP PLATE TO EXTERIOR WALL PER PLAN TRUSS BOTTOM CHORD W/ SDWC15600 INSTALLED VERTICALLY WALL SHEATHING PER PLAN B GABLE ANGLE BRACING DETAIL (W/ HGA10) 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING 8, CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. 11 0-111 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. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. 2. 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 BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 3. 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) Y4" x 4-Yz" LONG #14 WOOD SCREWS PT 2x8 ................(5) Y4" X 4-YZ" LONG #14 WOOD SCREWS PT 2x10 ..............(7) %4" X 4-Y2" LONG #14 WOOD SCREWS PT 2x12 ..............(9) y" X 4-%2' LONG #14 WOOD SCREWS 4. OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 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" 0 N N N O LLJ W O RAFTER SPAN SCHEDULE Qi O.C. SPACING LUMBER SIZE • DESIGNED: 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26'-0" 16" 13'4" 17'-3" 20'-7" 22'-0" 24" 10'-11" 1 14'-1" 16-10" 19'4" 24" 20 L.L./15 D.L. #2 SYP 20'-1" 1 SECOND LEVEL ROOF FRAMING PLAN 1/4" = 1' 0" 0 N N N O LLJ W O CEILING JOIST SPAN SCHEDULE Qi O.C. SPACING LUMBER SIZE • DESIGNED: 2x4 2x6 2x8 2x10 12" 12'-5" 19'-6" 25'-8" 26'-0" 16" 11'-3" 17'-8" 23'-4" 26-4- 24" V-10" 15'-6" 20'-1" 1 23'-11" > 10 L.L./5 D.L. #2 SYP SECOND LEVEL ROOF FRAMING PLAN 1/4" = 1' 0" 0 N N N O LLJ W O Qi L- O • DESIGNED: CO IN REVIEWED: q Q. DATE Q� 04 > C:> C d Q,_ 04 N 0 M O J LL w J J z O U) , t: O I D t {. O 6.. a z O w D W L0 14T x Z ?O Q O p a 0 z w N t,p =UYPpLWO Manz F W QQ m o w u m R Q�ap Z J–mJZ Z 0 W W O m FQF Q Q W L O Lwm0 WWWWpNm10 Cf) p0ma Z��p>WZ-0 W Z 1xO m% W W F tW j m O 2 0 w QaF-Qr,m=WWmFmWw W F- O ML )w Q=OQoawF•FfrZW<L pWWa=v -06j a<w mO Q m U V Z W W Z m 0 Q x W W ZZQXFWOpFO-=LpZ W R -ow F-ZQF-Wm-ma LU w W XQ n w L WwQRWf F-OVOm WW –1>-z<0--mZ OL7 W Lq 0Z>.LWW3mzZ1 Ww0 (mz-M<Fz3I a w ZOf WO mW �F'U wo F =Z- zw F F-Z[]Q1-�Elw0I W OZ� p �nD�Z3 a.Maom�Zaa J LL z SHEET NO.: ° ST -4A o ROOF FRAMING C PLAN 0 JOB NO.: L) AB 1877 SUBDIVISION: o Loch Lake LOT NO.: 49-46 FLOOR PLAN: Building 10 • DESIGNED: i KFC/JEF REVIEWED: i DBM • REVISIONS DATE m a w z O w z rn D O U LL W •'s N s Np • CC • . LL, 0 P.P.11116 A457 08-05-2013 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.) 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) TYPICAL EXTERIOR WALL SHEATHING TOP PLT TO STUDS/HDR w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.C.) BLOCKING AT PANEL EDGES V-1 "ABOVE F.F.E. TOP OF GARAGE DOOR Y V-1 "ABOVE F.F.E. 4--g" ABOVE F.F.E. to ILOF OPENING 2xox12 PT CENTER BUCK DIA. ANCHOR I2x4 PT TOP BUCK 2x6 PT BUCK EACH SIDE OF OPENING 2'-9" ABOVE F.F.E. PROVIDE (5) %" DIA. J -BOLT w/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 3/16" THICK WASHER w/ EACH ANCHOR. 0'-9" ABOVE F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.) TOP OF CURB F.F.E. GARAGE DOOR JAMB DETAIL BOTTOM PLATE ANCHORS NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. EVERY OTHER STUD & EACH KING • INSTALL ANCHORS WITHIN 12" OF EACH END STUD TO BOTTOM PLATE W/ SP2. OF SEGMENT (BUTT JOINTS). (OPTIONAL SDWC 15450 @ 32" O.C.) d Q d y BOTTOM PLT ANCHOR Y2" THREADED ROD W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE ADHESIVE ANCHOR @ MAX 48" O.0 OR Y2" WEDGE BOLT W/ MIN 4Y2" EMBED W/ WASHER @ MAX 48" O.C. TYPICAL INTERIOR LOAD BEARING WALL SECTION EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER DOWEL PLACEMENT PLAN, SHEET ST -2A I I I I I I I I I � I I z I I TYPICAL EXTERIOR WA 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 LL 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. TOP PLT TO STUDS/HDR — w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.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. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM Q N N TOP OF WALL t— 1--�-- ----- --- � 00 CO � M J O U- U) CD Cu II IC14C a 00 Qi i cu - N 0- PRECAST LINTEL SEE N SEE PLAN I I PLAN M C) EXTEND REINFORCING TO END LL OF PIER W/6" BEND TO LAP LLI WALL REINFORCING AS SHOWN. J_ 4�I MIN (2) N0.5 VERT. FILLED CELL AT GARAGE 0 DOOR OPENINGS ' U NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER t1 II I NO. 5 DOWEL UP FROM 4 3Y p" FOOTING W/24" LAP. MIN 6" U) II I BEND AT BOTTOM. II I I Or CONCRETE FOUNDATION U Hyl WORK PER PLAN TOP OF FINISH FLOOR SLAB I I I z ," ; , c; O I 1 / I I I------------- � } WW .o \ \ ti a o IL E3 o za�m ti a� NW OW,LQQz Ln N00_ F -Z mOWVmfY ~ < 1WO zam<T<3WLL 0 O Laa> 06wbo°mlp Z 0aW0WWjOLm-0a m Eat W CO ZOa}.WWHN�mOZW GARAGE SHEAR PIER W aaHaC7mIWWm0zEl W mOW�IIWOZp 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), LINO 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 TIGHT BETWEEN STUDS OR PANEL JOINTS BLOCKING TO BE 7/e" 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 Z (n QIF- Jmx f-PmZWQL 0 <-03 0 0 IL BOTTOM PLATE TO RIBBON BOARD DWWCLIIr WJDCO aa DIST. FROM DOORJAMB/ Ix W/ 10d COMMON @ 6" O.C. 2x4 DIAGONAL BRACE @ MAX SHEATHING TRANSFERS i -a W�F-z4pwm_ma U 4 Ra L17m Z ZI>ZQ0��apaDQWD 48" O.C. W/ (3) 10d COMMON Z UPLIFT TO FLOOR TRUSSES. 2x4 NO.2 SPF BOTTOM PLATE W/ TOE -NAIL AT EACH END. W NO SPLICES WITHIN FIRST 12d COMMON @ 6" O.C. #5 CONT. Q Wz0 I�WV rL IQZ>'zI UWW-p Q- 4'0" FROM CMU. 3 Y4" WALL SHEATHING TO BOTTOM 5- 0 �uF 14LIF<101, iI-?nn PLATE W/ 8d COMMON @ 3" O.C. a o g J (1) #4 OR #5 BAR AT LL w CORNERS WITH MIN. 24 LAP z 3 3/4 , 6" CONTINUOUS 2x4 RIBBON BOARD . Z OST -5 TYPICAL FLOOR DECK #5 CONT. E - -EVERY OTHER STUD AND EVERY KING STUD 1 ST LEVEL FLOOR TRUSSES ONLY: WALL BETWEEN BOTTOM OF WOOD PANEL TO FRAMING BELOW W/ MSTA36 OR CS16 EXTERIOR HEEL W/ 2x4 RIBBON SECTION AND CENTER OF FASTENERS. (WHEN FLOOR SYSTEM EXCEEDS 16" DEPTH, BOARD AT TOP AND BOTTOM JOB NO.: v , O USE CS16 EXCLUSIVELY) U AB1877 ABOVE (SHIM AS NEEDED TO Q — —-----——————I"MAXGAPBETWEENBOTTOMOF 8" CMU BOND BEAM SUBDIVISION: PANEL AND TOP OF SLAB. I� 8" CMU WALL LOT NO.: I Q `r I I '• MOISTURE BARRIER BETWEEN SHEATHING TO FLOOR TRUSS BOTTOM 49-46 MASONRY AND NON -PT LUMBER CHORD W/ 8d COMMON @ 3" O.C. FLOOR PLAN: BY OTHERS Building 10 ZDESIGNED: (2) COURSE CMU BOND BEAM W/ I I FLOOR TRUSS TO BOND BEAM W/ META20 •I #5 CONTINUOUS EACH COURSE 0 (2) COURSE BOND BEAM W. N0.5 CONT. I I (N32" O.C. W/ MIN x 1 . IN EACH COURSE AS SHOWN REVIEWED: IS IMP E I, (NOTE: IF META20 IS IMPROPERLY I INSTALLED, ATTACH TRUSS TO BOND VERT. REINFORCING TO HAVE I BEAM W/ Y" x 6" EMBED DRILL & EPDXY I 6" BEND INTO BOND BEAM OR TITEN HD ANCHORS w/ 3" SQ x Y4" L J THICK WASHER @ 24" O.C.) WOOD FLOOR TRUSS BY OTHERS _ — — 'I �.' ALT. WALL SECTION AT FLOOR •'' PREFAB WOOD FLOOR TRUSS. SEE FRAMING PLAN PARALLEL FLOOR TRUSS CONDITION I (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) FLOOR TRUSS TO BOND BEAM W/ META20 W/ MIN (7) 10d x 1 %" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO 8" PARTIALLY GROUTED BOND BEAM W/ HTSM20) BOTTOM PLATE ANCHORS NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. EVERY OTHER STUD & EACH KING • INSTALL ANCHORS WITHIN 12" OF EACH END STUD TO BOTTOM PLATE W/ SP2. OF SEGMENT (BUTT JOINTS). (OPTIONAL SDWC 15450 @ 32" O.C.) d Q d y BOTTOM PLT ANCHOR Y2" THREADED ROD W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE ADHESIVE ANCHOR @ MAX 48" O.0 OR Y2" WEDGE BOLT W/ MIN 4Y2" EMBED W/ WASHER @ MAX 48" O.C. TYPICAL INTERIOR LOAD BEARING WALL SECTION EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER DOWEL PLACEMENT PLAN, SHEET ST -2A I I I I I I I I I � I I z I I TYPICAL EXTERIOR WA 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 LL 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. TOP PLT TO STUDS/HDR — w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.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. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM Q N N TOP OF WALL t— 1--�-- ----- --- � 00 CO � M J O U- U) CD Cu II IC14C a 00 Qi i cu - N 0- PRECAST LINTEL SEE N SEE PLAN I I PLAN M C) EXTEND REINFORCING TO END LL OF PIER W/6" BEND TO LAP LLI WALL REINFORCING AS SHOWN. J_ 4�I MIN (2) N0.5 VERT. FILLED CELL AT GARAGE 0 DOOR OPENINGS ' U NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER t1 II I NO. 5 DOWEL UP FROM 4 3Y p" FOOTING W/24" LAP. MIN 6" U) II I BEND AT BOTTOM. II I I Or CONCRETE FOUNDATION U Hyl WORK PER PLAN TOP OF FINISH FLOOR SLAB I I I z ," ; , c; O I 1 / I I I------------- � } WW .o \ \ ti a o IL E3 o za�m ti a� NW OW,LQQz Ln N00_ F -Z mOWVmfY ~ < 1WO zam<T<3WLL 0 O Laa> 06wbo°mlp Z 0aW0WWjOLm-0a m Eat W CO ZOa}.WWHN�mOZW GARAGE SHEAR PIER W aaHaC7mIWWm0zEl W mOW�IIWOZp 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), LINO 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 TIGHT BETWEEN STUDS OR PANEL JOINTS BLOCKING TO BE 7/e" 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 Z (n QIF- Jmx f-PmZWQL 0 <-03 0 0 IL D DWWCLIIr WJDCO aa DIST. FROM DOORJAMB/ Ix ZaQXWOOFW-O-ILOZ W i -a W�F-z4pwm_ma U 4 Ra L17m Z ZI>ZQ0��apaDQWD WINDOW TO BLOCK Z IL 3/4' OR 1 Y4" W WWJImzm'a0)W31FQ W L7WL7F 5" #5 CONT. Q Wz0 I�WV rL IQZ>'zI UWW-p Q- 1 Yz" 3 Y4" �ZUQ1-��x L3OI�W�Z� p aa Z_ 5- 0 �uF 14LIF<101, iI-?nn 13 a o g J (1) #4 OR #5 BAR AT LL w CORNERS WITH MIN. 24 LAP z 3 3/4 , 6" SHEET NO.: . Z OST -5 #5 CONT. E - ABOVE FOR LENGTH: WALL oTYPICAL n. SECTION DOOR JAMB OR WINDOW ATTACH TO 2x_ PER MANUFACTURER'S DETAILS JOB NO.: v , O • U AB1877 ABOVE (SHIM AS NEEDED TO Q PLUMB JAMB, DO NOT EXCEED Y") 8" CMU BOND BEAM SUBDIVISION: Loch Lake o BOND BEAM REINFORCING AT CORNERS 8" CMU WALL LOT NO.: U z 49-46 FLOOR PLAN: o Building 10 ZDESIGNED: 0 KFC/JEF W REVIEWED: I— DBM REVISIONS DATE } m W Z O� W d, O I— FPEX — U • • I, IL - 1. Cn 1 MCI 111t11��� , tA0 7 45 : z •T 2 •W� -o :rr %D ATE ?; ' 2 TYPICAL DOORMINDOW JAMB TO BLOCK x ;� ••.,•,�� oa�o (TYPICAL FOR ALL MASONRY OPENINGS, UNO) W �� •"•••••••' �Ci `�� Q De4�y '�ILFr�i% P.E. t�d�illl�l57 08-05-2013 DIST. FROM DOORJAMB/ MIN. SCREW DIST. FROM DOORJAMB/ MIN. SCREW WINDOW TO BLOCK LENGTH WINDOW TO BLOCK LENGTH 3/4' OR 1 Y4" PER MANUF. 3" 5" 1 Yz" 3 Y4" 3 7/18" 5- 13 3 3/4 3 3/4 , 6" 2 Y4' 3 3/4" TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS Y4" 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 — DISTANCE FROM BLOCK TO DOOR • JAMB OR WINDOW, SEE TABLE v ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED Y") 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 1 x OR 7/e" OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL DBM REVISIONS DATE } m W Z O� W d, O I— FPEX — U • • I, IL - 1. Cn 1 MCI 111t11��� , tA0 7 45 : z •T 2 •W� -o :rr %D ATE ?; ' 2 TYPICAL DOORMINDOW JAMB TO BLOCK x ;� ••.,•,�� oa�o (TYPICAL FOR ALL MASONRY OPENINGS, UNO) W �� •"•••••••' �Ci `�� Q De4�y '�ILFr�i% P.E. t�d�illl�l57 08-05-2013 3 Y CONCRETE SLAB W/ 6x6 W1.4 x WI A WWF OR FIBERMESH - �/�%7\ \ \ �.'• 8" MIN 28" MAX l VAPORBARRIER /\//\\ '6 � \\\\\ /\\ \/\ e • .. ". ,t\// ,12" MIN\\� FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO.4 OR NO.5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT (PO NOLITHIC FOOTING SECTION GROUND ADJACENT TO FTG SLOPESDOWN ND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T -O" HORIZONTALLY, SEEK GUIDANCE OF EOR,PRIOR TO CONSTRUCTION, TO PREVENT EROSION OF SOIL. (2) #4 OR (2) #5 CONTINUOUS 6x6 - W1.4 x W1.4 WWF ---,a--'' a -----__r_. _- -- a------ - a--- _...Q _---- VAPOR BARRIER 1 3 BEARING WALL FOOTING SECTION 3 t2" CONCRETE SLAB W/ 6x6 W1.4 x WI A WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH. a _q ° DWGS. j/;/\ 8" MIN .o 8"x8" THICKENED FTG I k„ AT STEP-DOWN, SEE �!�I PLAN VAPOR BARRIER (4)qLLRB STEP SECTION 3 %" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VARIES a 8" MIN p. d 7-47 7 l 12" Mil VAPOR BARRIER \//j\ a r • I/\ \\r L— 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO.4 OR NO.5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT 5 GARAGE EXT WALL CURB SECTION 3 2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. bEL --d--o -a'--� d�-=.--1 DWGSRCH. .4 a. 4I A. VAPOR BARRIER 12" W/ (2)#4 OR (2)#5 CONT —� 6 BEARING CURB STEP SECTION CURB WIDTH VARIES #4 2/ 9" BEND BOTTOM 60" O.C. VARIES 0 • u '•a °V 4 ° •r 6x6 - W1.4xW1.4 WWF 2'-0 (3) #4WATERPROOF CONTINUOUS BARRIER 8 GARAGE WALL CURB SECTION IN LIEU OF BENT VERTICAL BARS, CONTRACTOR MAY INSTALL %" ANCHOR BOLTS W/ 12" EMBEDMENT AT 48" O.C. FOR BOTTOM PLATE ANCHORAGE 2x8 SPF STUDS FROM TOP OF SILL PLATE TO 2ND LEVEL TOP PLATE @ 16" O.C. MAX ATHING PER TABLE 2 ON STRUCTURAL CIFICATIONS SHEET 1STAM36 @ EACH STUD. ATTACH TO STUD W/ 10d. ATTACH TO CMU W/ (4) 3/4" x 2/" TITEN PT NO.2 SYP SILL PLATE TO MASONRY WALL Y2" x 6" EMBED DRILL & EPDXY OR TITEN HD @ X 24" O.C. W/ 3" SQUARE x X" THICK WASHER E "BOTTOM PLATE ANCHORS NOTES" ON 'PICAL WALL SECTION AT FOUNDATION" ON 'ICAL WALL SECTION SHEET) SHEATHING TO SILL PLATE W/ 8d @ 3" O.C. RY TO WOOD CONNECTION Cad STAIRS 2x4 NO.2 SPF SOLE PLATE W/ 12d COMMON @ 6" O.C. • DASHED LINE REPRESENTS SHEAR — PANELS AS LOCATED ON FLOOR FRAMING LAYOUT • FASTEN BOTTOM PLATE TO PANEL W/ 10d @ 3" O.C. • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 TYPICAL FLOOR DECK —\ MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS • I 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x I 23/" TAPCONS @ 24" O.C. STAGGERED I (2) COURSE BOND BEAM w/ (2) #5 CONTINUOUS IN EA. COURSE AS SHOWN I I 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ HORIZONTAL AND VERTICAL I WALL REINFORCING PER PLAN g N z 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX BOTTOM PLATE TO LEDGER W/ 10d @ 6" O.C. 2x8 PT NO.2 SYP LEDGER W/ (2) ROWS a" x 2-3/4" LONG TAPCON ANCHOR @ MAX 24" O.C. STAGGER ROWS STAIRS 2x PT FURRING SHOWN FOR CLARITY. NOT STRUCTURAL. 'Al-�SEPARATION WALL AT STAIRS ST -6 2x4 NO.2 SYP PT CONT. NAILER FASTEN W/ (2) ROWS Y4"0x2%" TITEN @ 16" O.C. STAGGERED 2x4 NO.2 SYP PT CONT. NAILER r FASTEN EACH RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS. 2x4 NO.2 SYP RAFTER AND CEILING JOIST AT 24" O.C. FASTEN RAFTER TO JOIST WITH MIN (4) 8D COMMON. SHEATH ASSEMBLY FULLY PER STRUCTURAL PANEL SPECIFICATIONS, ST -1, FOR ROOF SHEATHING. FASTEN EACH JOIST TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS. � SHED ROOF DETAIL TYPICAL EXTERIOR ROOF DECK OVER PREFAB WOOD TRUSSES TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), LINO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) FRT PLYWOOD SHEATHING FOR FIRST 2'-0" UP ROOF %" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD W/ HOT DIP 11 GAUGE GALVANIZED 7/e' HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. FASTEN EACH STUD TO LADDER FRAME W/ MSTA12 @ 16" O.C. • ZX4 NU.Z 0 T r mu%jr- or- LNUUCR FRAME W/ VERTICALS @ 16" O.C. • FASTEN TOP & BOTTOM CHORD TO EACH FLOOR TRUSS w/ (4) 10d COMMON TRUSSES PARALLEL TO WALL: 2x8 PT SPF (MIN) NAILER FASTENED TO MASONRY W/ (2) ROWS t" DIA. x 3" TAPCONS @ 12" O.C. TRUSSES PERPENDICULAR TO WALL: 2x8 PT SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTEN TO MASONRY W/ 1/4" DIA. x 3" TAPCONS @ 12" O.C. MOISTURE BARRIER— BY OTHERS ROOF DECK ROOFTRUSS OR RAFTER 2x4 SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTEN TO BEAM w/10d @ 4" O.C. TYPICAL PORCH CEILING BOARD PER PLAN. SEE TABLE 2; SHEET STA TRUSS TO PORCH BEAM w/ H2.5T (PORCH CEILING BOARD) PORCH BEAM =3 ICU N PORCH BEAM TO POST: 0 LO (1) MSTA24 TYPICAL PORCH SHEATHING DETAIL - POST TO SLAB: ABU POST BASE ANCHOR AT MASONRY EXTERIOR WALL OR DTT2Z (THIS DETAIL IS REQUIRED AT ALL COVERED (UNLESS NOTED OTHERWISE) PORCHES UNLESS NOTED OTHERWISE) 1 LAYER 5/e" 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 TOP PLT TO STUDS/HDR w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.C.) W TYPE "X" DRYWALL INTERIOR SIDE, 2x6 STUDS @ 16" O.C. FASTEN PER TYPICAL SHEET ROCK SPECS. 5/" TYPE "X" RATED GYP/BD. EXTERIOR SHEATHING W/ HOT DIP 11 GAUGE GALVANIZED 7/s" HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. TVPICAI FI OOP nFCK (2) COURSE BOND BEAM w/ (2) #5 CONTINUOUS IN EA. COURSE AS SHOWN FLOOR TRUSS TO BOND BEAM W/ META20 W/ MIN (7) 10d x 1'h" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20) 8" PARTIALLY GROUTED CMU WALL W/ VERTICAL WALL REINFORCING PER DOWEL PLACEMENT PLAN, SHEET ST -2A "A5jYPICAL FIRE WALL SECTION ST -6 O N CD PZ N M O J .LL Y x; co •i• dtk ♦:1- Al ��ia w r O �<, ;•'' �b rO I"' D Z 1 1 W W If Q0 ILC p zItwM Q7 N OWLQZ WO=L]U p WO m 0 0? F Z U N O W v _ W M h J}}It ZWjJmJZZ0 QFI-Ww 0mQTa7WW O WW�i a6wwj,Nm-a Z 0 W W,.I -Om O0ma}WWF-WJmOZti w < F-<E9m1WWNF ML)0: Z <1F-C)wF- (� 13 aF'ZF-ZWLZp L'01 WIL I Of ZZQXFOpFW-0-1L0Z w W'WZWxaW0<ir L.7 Z ZWaW1MZZJF-ZmhWZ I}ZQ UOm W Z Zp0QmZN�Q�Z3ZI0 W F- i Q J -W U Z f 7 m W Qm U W_O L7W[7F- i�W Q =QZ}Z= UWR-p QIL 0 F-ZvQPFU3010WpZ� 0 �UF-�3NILEHnQOf9F=-ZOU J LL Z SHEET NO.: 0 ST -6 oSTRUCTURAL a. DETAILS 0 JOB NO.: U AB 1877 Q SUBDIVISION: oLoch Lake LL LOT NO.: z 49-46 0 FLOOR PLAN: o Building 10 O Z DESIGNED: U KFC/JEF W F— REVIEWED: w DBM a Q REVISIONS DATE m W Z O w Z COD O PEXLL.U up CO i*p . 4;457 • .► • C r J � • .W L1X.i ��i SSS l O Q Derek �. Murray, P.E. P.E. No. 71457 08-05-2013 =3 ICU N q 0 LO Qi - �_� CD ,C m ICU d 0. N N 0 M �t0 _l LL LL J 4i v +r O x; co •i• dtk ♦:1- Al ��ia w r O �<, ;•'' �b rO I"' D Z 1 1 W W If Q0 ILC p zItwM Q7 N OWLQZ WO=L]U p WO m 0 0? F Z U N O W v _ W M h J}}It ZWjJmJZZ0 QFI-Ww 0mQTa7WW O WW�i a6wwj,Nm-a Z 0 W W,.I -Om O0ma}WWF-WJmOZti w < F-<E9m1WWNF ML)0: Z <1F-C)wF- (� 13 aF'ZF-ZWLZp L'01 WIL I Of ZZQXFOpFW-0-1L0Z w W'WZWxaW0<ir L.7 Z ZWaW1MZZJF-ZmhWZ I}ZQ UOm W Z Zp0QmZN�Q�Z3ZI0 W F- i Q J -W U Z f 7 m W Qm U W_O L7W[7F- i�W Q =QZ}Z= UWR-p QIL 0 F-ZvQPFU3010WpZ� 0 �UF-�3NILEHnQOf9F=-ZOU J LL Z SHEET NO.: 0 ST -6 oSTRUCTURAL a. DETAILS 0 JOB NO.: U AB 1877 Q SUBDIVISION: oLoch Lake LL LOT NO.: z 49-46 0 FLOOR PLAN: o Building 10 O Z DESIGNED: U KFC/JEF W F— REVIEWED: w DBM a Q REVISIONS DATE m W Z O w Z COD O PEXLL.U up CO i*p . 4;457 • .► • C r J � • .W L1X.i ��i SSS l O Q Derek �. Murray, P.E. P.E. No. 71457 08-05-2013 Y4, ti gra Z „ O firs',° }" GYPSUM WALL BOARD W/ 6d" GYPSUM WALL BOARD W/ 6d' GYPSUM WALL BOARD W/ 6d }" GYPSUM WALL BOARD W/ 6d' GYPSUM WALL BOARD W/ 6d z GYPSUM WALL BOARD W/ 6d 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 COOLER NAILS. 4 O.C. AT PANEL } 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 d' X o Z ? 0 EDGES, 7' O.C. INFIELD. BLOCKING � w w NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL a n Ir 0 4 Z a PANEL EDGES. PANEL EDGES. PANEL EDGES. PANEL EDGES. PANEL EDGES. PANEL EDGES. p _ 1C 0 L W O Ln m00� F zopo_Wumm ~ J a0 Zit wi�mJZZ0 ��W W -0m4RU0�L. 2x4 N0.2 SPF OR BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX d W W W i O N W 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 BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX Z 0 a w F H 13 LM -am Cl) o0ma z } ZFo a WWF-WJm❑Zp W 4af'4L707IW WNF-01Jw WF- 0 El Z 4 I F N 0 w R F F Ir Z W 4 L C o40a❑ a o0 4 Z�Zw4?aX❑- = O�W 3: OwJp4It 2x4 NO.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 2x4 N0.2 SYP SOLE PLATE W/ 12d m E9 4 W G o Z W W Z N 0 4 w COMMON @ 6" O.C. COMMON @ 6" O.C. COMMON @ 6" O.C. COMMON @ 6" O.C. Z X 0 F 0 - p Z 2x4 N0.2 SYP SOLE PLATE W/ 12d 4 W COMMON @ 6" O.C. COMMON @ 6" O.C. W W 0 W X Q W 4 Q w N- 4 C7 DASHED LINE REPRESENTS SHEAR •MSTA36 @ 32" O.C. •MSTA36 @ 32" O.C. Z W w 4 w a w Z ❑ 1 F- Z M F W ; • ATTACH STRAP T/1 Z MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER IBY MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER PANELS AS LOCATED ON FLOOR FRAMING FASTEN BOTTOM CHORD OF MOISTURE BARRIER BETWEEN I I I I •' :�' MOISTURE BARRIER BETWEEN p U _ FASTEN BOTTOM CHORD OF •TOP PLATE TO STOOD CONNECT ON NTAINS OTHERS . ATTACH STRAP TO SAME STUD WHICH CONTAINS TOP PLATE TO STUD CONNECTION I >- Z 4 0 - a a 0 Z 4 I p p Z } w to w a N Z •OTHERS BY OTHERS MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER o LAYOUT • FASTEN BOTTOM PLATE TRUSS TO LEDGER W/ 10d @ 6" O.C. N TRUSS TO LEDGER W/ 10d @ 6" O.C. BY �� � .. BY OTHERS N _ W W 0 4 m Z - a Q F z 3 F Q 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS x TO PANEL W/ 10d @ 3" O.C. 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y" x �' •' •DASHED LINE REPRESENTS SHEAR PANELS AS 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x _N •DASHED LINE REPRESENTS SHEAR PANELS AS W Q w 0 D W [7 F m w < w LF] o Z} W ' 23/" TAPCONS @ 24" O.C. STAGGERED �• Q co 23/4" TAPCONS @ 24" O.C. STAGGERED I COURSE BOND 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %a" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x U LOCATED ON FLOOR FRAMING LAYOUT • FASTEN BOTTOM PLATE TO PANEL W/ 10d @ 3" O.C. U ti (2) BEAM w/ (2) #5 LOCATED ON FLOOR FRAMING LAYOUT 14 Z I [) - 0 F 4 F_ Z Q P F- 3 a W w Z 23/4" TAPCONS @ 24" O.C. STAGGERED 2 3/4" TAPCONS @ 24" O.C. STAGGERED I Z z N LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 TYPICAL FLOOR DECK CONTINUOUS IN EA. COURSE AS SHOWN TYPICAL FLOOR DECK • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ M -" • FASTEN BOTTOM PLATE TO PANEL W/ 10d @ 3" O.C. • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ [Ii W ' 0 w Z a 4 f J F- I Z 0 El 3 N a w 4 0 ro TYPICAL FLOOR DECK J TYPICAL FLOOR DECK 0 U - 1 Od @ 3" O.C. OR (2) LTP1 Q -1 - F- - a u o N SHEET NO.: ST -7 TYPICAL ROOF DECK OVER TYPICAL ROOF DECK OVER C4 C PREFAB WOOD TRUSSES (EXCEPT FIRE TREATED 1 ST 4'-0" OF UNITS. SEE TYPICAL FLOOR DECK PREFAB WOOD TRUSSESN (EXCEPT FIRE TREATED TYPICAL ROOF DECK OVER PREFAB WOOD TRUSSES (EXCEPT FIRE `'- 00 L N ARCH DRAWINGS.) 1 ST 4'-0" OF UNITS. SEE TREATED 1 ST 4'-0" OF UNITS. SEE 00 ARCH DRAWINGS.) ARCH. DRAWINGS) 4 L •� S3�`C �C2�1-=S �S`C x TJSCS3lCS�J �1CS x z i (V Cu II II 04 0 II I 1 II M C) II I I �I J I 1 I I I LL u II I I II J II I I I J_ II I I II 1 I Z 1 I II I I I II O GABLE TRUSS BOTTOM CHORD W/ SIMPSON A35 OR EQUAL @MAX 48" O.C. GABLE TRUSS BOTTOM CHORD W/ GABLE TRUSS BOTTOM CHORD W/ GABLE TRUSS BOTTOM CHORD W/ I I I I I I I Y iF (INSTALLED OVER GYP BOARD) SIMPSON A35 OR EQUAL @ MAX 48" O.C. (INSTALLED OVER GYP BOARD SIMPSON A35 OR EQUAL @ MAX 48" O.C. (INSTALLED OVER GYP BOARD) SIMPSON A35 OR EQUAL @MAX 48" O.C. PRE-ENGINEERED ROOF TRUSS. SEE "WALL I i I I PRE-ENGINEERED ROOF TRUSS. SEE "WALL Q (INSTALLED OVER GYP BOARD) SECTION @ ROOF," ST -5 FOR UPLIFT I I I I I I It I I I SECTION @ ROOF, ST -5 FOR UPLIFT A. CONNECTOR. i i i I i i CONNECTOR. I �CM�r a ; . • '' ' C�p .� 1 I Cl)- VJ TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: H NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP a 1-111 TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: SPLICE. 10d COMMON FACE NAIL @ 12" O.0 W/MIN (8) NAILS IN LAP. SPLICE. 10d COMMON FACE NAIL @ 12" O.0 W/ MIN (8) NAILS IN LAP. OU , +a pl I�ssal ' NCE. SYP DBL TOP PLATE MIN 22' LAP N0.2 SYP DBL TOP PLATE W/ MIN 24" LAP N0.2 SYP DBL TOP PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 244" LAP NA SPLICE. 10d COMMON FACE NAIL @ 12" O.0 W/ MIN (8) NAILS IN LAP. SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL 12" O.0 TOP PLT TO STUD @ 32' O.C. W/ SP2 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. Y4, ti gra Z „ O firs',° }" GYPSUM WALL BOARD W/ 6d" GYPSUM WALL BOARD W/ 6d' GYPSUM WALL BOARD W/ 6d }" GYPSUM WALL BOARD W/ 6d' GYPSUM WALL BOARD W/ 6d z GYPSUM WALL BOARD W/ 6d 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 COOLER NAILS. 4 O.C. AT PANEL } 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 d' X o Z ? 0 EDGES, 7' O.C. INFIELD. BLOCKING � w w NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL a n Ir 0 4 Z a PANEL EDGES. PANEL EDGES. PANEL EDGES. PANEL EDGES. PANEL EDGES. PANEL EDGES. p _ 1C 0 L W O Ln m00� F zopo_Wumm ~ J a0 Zit wi�mJZZ0 ��W W -0m4RU0�L. 2x4 N0.2 SPF OR BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX d W W W i O N W 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 BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX Z 0 a w F H 13 LM -am Cl) o0ma z } ZFo a WWF-WJm❑Zp W 4af'4L707IW WNF-01Jw WF- 0 El Z 4 I F N 0 w R F F Ir Z W 4 L C o40a❑ a o0 4 Z�Zw4?aX❑- = O�W 3: OwJp4It 2x4 NO.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 2x4 N0.2 SYP SOLE PLATE W/ 12d m E9 4 W G o Z W W Z N 0 4 w COMMON @ 6" O.C. COMMON @ 6" O.C. COMMON @ 6" O.C. COMMON @ 6" O.C. Z X 0 F 0 - p Z 2x4 N0.2 SYP SOLE PLATE W/ 12d 4 W COMMON @ 6" O.C. COMMON @ 6" O.C. W W 0 W X Q W 4 Q w N- 4 C7 DASHED LINE REPRESENTS SHEAR •MSTA36 @ 32" O.C. •MSTA36 @ 32" O.C. Z W w 4 w a w Z ❑ 1 F- Z M F W ; • ATTACH STRAP T/1 Z I I I I I I I I I R ST o UCTURAL I I I I I I CL DETAILS ' MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER IBY MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER PANELS AS LOCATED ON FLOOR FRAMING FASTEN BOTTOM CHORD OF MOISTURE BARRIER BETWEEN I I I I •' :�' MOISTURE BARRIER BETWEEN p U _ FASTEN BOTTOM CHORD OF •TOP PLATE TO STOOD CONNECT ON NTAINS OTHERS . ATTACH STRAP TO SAME STUD WHICH CONTAINS TOP PLATE TO STUD CONNECTION I >- Z 4 0 - a a 0 Z 4 I p p Z } w to w a N Z •OTHERS BY OTHERS MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER o LAYOUT • FASTEN BOTTOM PLATE TRUSS TO LEDGER W/ 10d @ 6" O.C. TRUSS TO LEDGER W/ 10d @ 6" O.C. BY �� � .. BY OTHERS Z _ W W 0 4 m Z - a Q F z 3 F Q 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS x TO PANEL W/ 10d @ 3" O.C. 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y" x �' •' •DASHED LINE REPRESENTS SHEAR PANELS AS 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x 23/4' TAPCONS @ 24" O.C. STAGGERED •DASHED LINE REPRESENTS SHEAR PANELS AS W Q w 0 D W [7 F m w < w LF] o Z} W ' 23/" TAPCONS @ 24" O.C. STAGGERED �• Q • FASTEN CHORD OF SHEAR PANELS TO 23/4" TAPCONS @ 24" O.C. STAGGERED I COURSE BOND 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %a" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x U LOCATED ON FLOOR FRAMING LAYOUT • FASTEN BOTTOM PLATE TO PANEL W/ 10d @ 3" O.C. (2) BEAM w/ (2) #5 LOCATED ON FLOOR FRAMING LAYOUT 14 Z I [) - 0 F 4 F_ Z Q P F- 3 a W w Z 23/4" TAPCONS @ 24" O.C. STAGGERED 2 3/4" TAPCONS @ 24" O.C. STAGGERED I Z 49-46 LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 TYPICAL FLOOR DECK CONTINUOUS IN EA. COURSE AS SHOWN TYPICAL FLOOR DECK • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ -" • FASTEN BOTTOM PLATE TO PANEL W/ 10d @ 3" O.C. • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ [Ii W ' 0 w Z a 4 f J F- I Z 0 El 3 N a w 4 0 ro TYPICAL FLOOR DECK TYPICAL FLOOR DECK 10d @ 3" O.C. OR (2) LTP7 1 Od @ 3" O.C. OR (2) LTP1 Q -1 - F- - a u SHEET NO.: ST -7 TYPICAL FLOOR DECK TYPICAL FLOOR DECK Z o I I I I I I I I I R ST o UCTURAL I I I I I I CL DETAILS ' MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER IBY MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER I .' I MOISTURE BARRIER BETWEEN ; MASONRY AND NON PT LUMBER MOISTURE BARRIER BETWEEN I I I I •' :�' MOISTURE BARRIER BETWEEN p U _ JOB NO.: AB 1877 SUBDIVISION: OTHERS BY OTHERS BY OTHERS •OTHERS BY OTHERS MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER o Loch Lake Y4" BY �� � .. BY OTHERS -� LL 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y" x �' •' 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x 23/4' TAPCONS @ 24" O.C. STAGGERED 2-3/4" TAPCONS @ 24" O.C. STAGGERED ' 23/" TAPCONS @ 24" O.C. STAGGERED �• Q LOT NO.: 23/4" TAPCONS @ 24" O.C. STAGGERED I COURSE BOND 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %a" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS Y4" x U (2) BEAM w/ (2) #5 I 23/4" TAPCONS @ 24" O.C. STAGGERED 2 3/4" TAPCONS @ 24" O.C. STAGGERED I Z 49-46 CONTINUOUS IN EA. COURSE AS SHOWN (2) COURSE BOND BEAM w/ (2) #5 -" (2) COURSE BOND BEAM w/ (2) #5 Ur FLOOR PLAN: I CONTINUOUS IN EA. COURSE AS SHOWN I CONTINUOUS IN EA. COURSE AS SHOWN I I o Building 10 DESIGNED: 8" PARTIALLY GROUTED CMU WALL I I V KFC/J EF VERTICAL WALL REINFORCING W PER DOWEL PLACEMENT PLAN, 8" PARTIALLY GROUTED CMU WALL I- REVIEWED: I PE SHEET ST-2APARTIALLY CGROUTED L I W/ VERTICAL WALL REINFORCING X I W/ VERTICAL WALLLRE REINFORCING NG PER DOWEL PLACEMENT PLAN, W D BM I I PER DOWEL PLACEMENT PLAN, SHEET ST -2A p-, SHEET ST -2A Q REVISIONS DATE I 7 I PROVIDE DOWELS TO MATCH VERTICAL WALL ( PROVIDE DOWELS TO MATCH VERTICAL WALL I PROVIDE DOWELS TO MATCH VERTICAL WALL m REINFORCING W/ MIN 24" LAP REINFORCING W/ MIN 24" LAP (IF DOWEL IS OMITTED OR IMPROPERLY I (IF DOWEL IS OMITTED OR IMPROPERLY I REINFORCING W/ MIN 24" LAP INSTALLED, DRILL AND EPDXY DOWEL OF INSTALLED, DRILL AND EPDXY DOWEL OF (IF DOWEL IS OMITTED OR IMPROPERLY EQUAL SIZE , 1 W MIN. 6" EMBEDMENT N INSTALLED, DRILL AND EPDXY DOWEL OF I EQUAL SIZE W/ MIN. 6" EMBEDMENT IN EQUAL SIZE W/ MIN. 6" EMBEDMENT IN Z MONOLITHIC, 12" EMBEDMENT IN MASONRY) MONOLITHIC, 12" EMBEDMENT IN MASONRY) I MONOLITHIC, 12" EMBEDMENT IN MASONRY) a. 11 II II s Z 0404 C0 I I Z II FOOTING AND SLAB PER FOUNDATION PLAN zI I04 FOOTING AND SLAB PER FOUNDATION PLAN z I I D FOOTING AND SLAB PER FOUNDATION PLAN 0 II II II F -- I- LL Q C0 ,, � �fj L (�A2 TYPICAL SEPARATION WALLNo - sT-7(A4 TYPICAL SEPARATION WALL o ,.���:�••••• •••••• r 3 TYPICAL SEPERATION WALL �� AGE '• ST -7 ao ��4 � •• .�- W F-elesf YE Cl, �i •• �71Aa j•• �� Q @ �. .ON b uttbi