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HomeMy WebLinkAbout1150-1166 Victoria Glen Dr (a)SHEET NO C-1 BC1 BC2 BC3 BC4 BC5 BC6 1.1A 1.2A 1.3A 1.4A 2.1A 2.2A 2.3A 2.4A 3.1 B 3.213 3.313 3.413 4.1 A 4.2A 4.3A 4.4A 5.1 A 5.2A 5.3A 5.4A D1 D2 D3 D4 ST -1 ST -2 ST -2A ST -3 ST -3A ST -4 ST -4A ST -5 ST -6 ST -7 DEWAMA. Nk W M44 il'Ruffilk I& I,%, l.;UILllrl\t, c�� 119", I4>Ia *45I 1 ORTH22E ORTH21 ORTH21 ORTH21 ORTH22E 45 ELEV. 'A' 44 ELEV. 'A' @ELEV.B' ' 42 ELEV. 'A' (REV.) DLEV.E'A' (REV.) DESRIPTION COVER, INDEX, REVISIONS, NOT USED BUILDING COMPOSITE FIRST FLOOR PLAN BUILDING COMPOSITE SECOND FLOOR PLAN BUILDING COMPOSITE FRONT AND REAR ELEVATIONS BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BUILDING COMPOSITE ROOF PLAN UNIT ORTH22E FLOOR PLANS AND DETAILS UNIT ORTH22E ELEVATIONS AND DETAILS UNIT ORTH22E BUILDING SECTION AND STAIR DETAILS, SEWER RISER UNIT ORTH22E ELECTRICAL PLANS UNIT ORTH21 FLOOR PLANS AND DETAILS UNIT ORTH21 ELEVATIONS AND DETAILS UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER UNIT ORTH21 ELECTRICAL PLANS UNIT ORTH21 FLOOR PLANS AND DETAILS UNIT ORTH21 ELEVATIONS AND DETAILS UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER UNIT ORTH21 ELECTRICAL PLANS UNIT ORTH21 FLOOR PLANS AND DETAILS UNIT ORTH21 ELEVATIONS AND DETAILS UNIT ORTH21 BUILDING SECTION AND STAIR DETAILS, SEWER RISER UNIT ORTH21 ELECTRICAL PLANS UNIT ORTH22E FLOOR PLANS AND DETAILS UNIT ORTH22E ELEVATIONS AND DETAILS UNIT ORTH22E BUILDING SECTION AND STAIR DETAILS, SEWER RISER UNIT ORTH22E ELECTRICAL PLANS PARTY WALL SECTIONS AND FIRE SEPARATION DETAILS RATED ASSEMBLY INFORMATION GENERAL WALL SECTIONS AND DETAILS WALL SECTIONS AND FIRE SEPARATION DETAILS STRUCTURAL SPECIFICATIONS BUILDING FOUNDATION PLAN DOWEL PLACEMENT PLAN FIRST LEVEL STRUCTURAL PLAN FIRST LEVEL ROOF FRAMING PLAN SECOND LEVEL STRUCTURAL PLAN SECOND LEVEL ROOF FRAMING PLAN TYPICAL WALL SECTIONS STRUCTURAL DETAILS 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 M*� E V � S � 0 N S REV # DATE DESCRIPTION 00 06/17/13 ISSUED FOR PERMIT Conceptual Design Quadra Design Studios Inc. 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com Structural Engineer of Record APEX Technology Structural Engineering 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 TEL: (904) 821-5200 GENERAL DESIGN CRITERIA OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 5B Builder &--Owner 400 park Avenue South suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) SEE STRUCTURAL ENGINEERING SHEETS THIS SET APPLICABLE CODES: FLORIDA BUILDING CODE, 2010 AND FBCR 2010 FLORIDA PLUMBING CODE, 2010 FLORIDA MECHANICAL CODE, 2010 OV\ct FLORIDA FIRE PREVENTION CODE, 2010 LIFE SAFETY CODE NFPA 101, 2009 NEC, 2008 FLORIDA ENERGY CODE 2010 FBC PERMIT ` LL,ao8'1 lam, OOFY No.I Revision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. `a 6685 Arroyo Dr. Melbourne FL, 32940 CC cc /� TEL: (321) 288-6274 bDuild ng desig I se vic N EMAIL; hfo@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. Q DeSGty 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 i Project Name LOCH LAKE PH 3 SANFORD, FL 28' TOWNS Copyright & Copy; ® 2009 Quadra Design Studios Inc Sheet Title COVER SHEET AND INDEXES Drawn By CHRIS BERGERON Checked By TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 No Project 10025 C-1 No 10025—COVER c I C 140'-0" 28'-0" 28'-0" 28'-0" 28'-0" 16'-2" 10'-0"�'-10�;� 16'-7" y 10'-0" �'-5; 16'-7" y 10'-0" ti' -5'-5; 10'-0" 16'-7" 10'-0" 28'-0" 16'-2" 1 — of, 7'-6" 5'-4" '-7 19'-10" 8'-2" '-11' 16'-0" '-11' 1'— " 5'-4" '-7 8'-2" '-11 16'-0" 3'-2" 16'-0" 1' 11" 39'-0" 1'— " 5'-4" 8'-2" '-11' 16'-0" '-11' 7'-6" 1 19'-10" 140'-0" ORTH22E 2—"— H21 ORTH21 2''12� ORTH22EELEV.'A' ELEV.'A' ELEV.'B' ELEV. A' REV. 41 ELEV. 'A' REV.) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 5 UNIT BUdLIDING FIRST FLOOR PLAN 99 - 3/16 - I WALL SYMBOLS LE=GE=ND ® 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. Revision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 C r TEL: (321) 288-6274 bbuildng d design seerrvic s EMAIL: info@t+deN*.c= 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. ARRA Q ESIGN 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 xt� Project Name LOCH LAKE PH 3 SANFORD, FIL BUILDING 9 28 FT TOWN HOMES LOTS 45 TO 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Drawn CHRIS BERGERON Checked TF BY BY Scale 1 /4"=1'-0', Sheet No. Date MAY 2013 No Project 10025 B C 2 No 10025—BLDG 9 139'-10" 27'-11" 28'-0" L 28'-0" 28'-0" 27'-11" DBL. HANGING I W. I . C. I SHELVES MASTER a 0BATH j OASIS tV N I BEDROOM 2 10'2"x10'0" i L L w Z r - I I I I I DN 17R LOFT 8'0"x13'0" 1L(V 7'-6" 45 ORTH22 E ELEV. 'A' BEDROOM 3 ------------7 12'4"x10'6"LLJ a 1 -- -----( I M�STER BEDRO�M I I I 14'2"x13'6" i I M, STER BEDROOM I I I I 1 14'4"x15'4" I I I I I 1 I I I I I I I I D1 I I I 1 1 I I I I I I I D1 I I I I I I I I ________ I I I I I/ OPT. 12" RAISED TRAY 1 I I I I — — — — CEILING— I I I — — — — ° / OPT. 12" RAISED TRAY CEILING — — — — - Fo- -�--JII -- BAT� -- 66" BATH r— OP�1, r PPERS__ , II O--++--- -I.C.11 I W I I p L_ -J L -_J II MECH. I— — OPT' rUPPERS, LAUNDRY X JI _�_� I AHU W II D _ I F /� I.C. ,I �LAUNb��jl BEDROOM 3 7------------7 12'4"x10'6" I I 1 \r ----------1' I MASTER 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 OPT. 12" RAISED TRAY CEILING ----� `�' -- BAT -- DN 17R \AH j ? MASTER DN 17R BATH O - ,- OASIS I BEDROOM 3 I 0 10'0"x10'8" E EDROOM 2 10'0"x10'16" 72" 4 � I I I I D 4 cD I 7,0 ------ - - FUR OUT WALL AS I 8' FLAT I VAULTEDI CEILING g�AT ° a REQUIRED I I I o J -------------7, � BEDROOM 3 ------------� I \----- / 1 c 12'4"x10'6" \ �---- -( I MASTER BEDROOM 14'4"x15'4" I I I I I I I I I I I I I I I I I I I I I I I I I I IL I I / OPT. 12" RAISED TRAY I o — — — CEILING — — �- [:::� ATH rOOPT. U�P S66" —I 66„ -w i i� p- I W. I. C. Z it W)-� 1 p i W L__J L ---JO I LAAUNDRY I mmII LAUNDRY ^10 1 A 1 Z l H J z MECH. BEDROOM 2 10'0"x10'6" / W.�I xc J I IIZ II a M�STER BEDROOM 11 zII Q II W. I I I 14'2"x13'6" I D1 I I I I I I I I L `JJI-i I� I -i IL �I _. MASTERMASTER BATH O O BATH OASIS OASIS 0o 71 72" 72" 41 I 7(AHDN 17RECH. _ I I BEDROOM 3 I BEDROOM 9'0"xlo'8" 1 C�'0"x10'6" I D4 8' LAT I VAULTED CEILING 8' FLAT — —iOUT WALL 00 FUR EQU RED AS 1 I I DBL. Io W. I. C. - i i �0 SHELVES xi� r- 11 MASTER O BATH OASIS I BEDROOM 2 10'2"x10'0" W Z J BEDROOM 4 9'0"x13'0" DN 17R 9' " 8,_3�pt �8-37� 7 19'-8.,2 13'-2" 12'-6" 1'-2" 1-8 13'-2" 6-6 _2 r ' —11� Ill 11 ORTH21 P-1RT21 ORTH21 (�"12?�S- ELEV'B' ELEV.'A' REV. 41 ELEV.AREV. ELEV. A ( ) ( ) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 5 UNIT BUILDING. SEC�ND F"Lluu"'R PLAN 3/16" = 1'-0" 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 1/1)1 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 M�STER BEDROOM 11 I I 14'2"x13'6" I D1 I I I I I I I I I I I I I I I I 1 OPT. 12" RAISED TRAY I I / -- — — —CEILING ----� I IL BATH rOPT_UWE� --1 MECH. AHU W II D I L L x LWNDRY 7(AHDN 17RECH. _ I I BEDROOM 3 I BEDROOM 9'0"xlo'8" 1 C�'0"x10'6" I D4 8' LAT I VAULTED CEILING 8' FLAT — —iOUT WALL 00 FUR EQU RED AS 1 I I DBL. Io W. I. C. - i i �0 SHELVES xi� r- 11 MASTER O BATH OASIS I BEDROOM 2 10'2"x10'0" W Z J BEDROOM 4 9'0"x13'0" DN 17R 9' " 8,_3�pt �8-37� 7 19'-8.,2 13'-2" 12'-6" 1'-2" 1-8 13'-2" 6-6 _2 r ' —11� Ill 11 ORTH21 P-1RT21 ORTH21 (�"12?�S- ELEV'B' ELEV.'A' REV. 41 ELEV.AREV. ELEV. A ( ) ( ) FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 5 UNIT BUILDING. SEC�ND F"Lluu"'R PLAN 3/16" = 1'-0" 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 1/1)1 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.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 building design services EMAIL: InfO�t-f-deslgn.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. LiLM 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 I rojName' LOCH LAKE PH 3 SANFORD, FL BUILDING 9 28 FT TOWN HOMES LOTS 45 TO 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title FRONT AND REAR ELEVATIONS Brawn CHRIS BERGERON CByecked TF Scale1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 BC -4 N'o. 10025—BLDG 9 No.l Revision I Date I By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 building a signI services EMAIL: info@t-f-&sign.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. 1"1I�JM DESIQN 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 LOCH LAKE PH 3 Name SANFORD, FL BUILDING 9 28 FT TOWN HOMES LOTS 45 TO 41 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title SIDE AND PORCH ELEVATIONS Drawn CHRIS BERGERON Checked By By TF Scale 1 /4,,=, _O" Sheet No. Date MAY 2013 Project 10025 BC -5 FilNo. 10025—BLDG 9 N N 27'-11" 4'-0" I 4'-0" 28'-0" 4'-0" I 4'-0" 28'-0" 4'-0" I. 4'-0" 28'-0" 4'-0" I. 4'-0" 27'-11" awsk ,' / / / /,'------------ /_ / r / /_'--------------------- I , ," / �! ,"I I /' /�� / / ,tea I I r / / ,',/�/ ♦�� , ,/// ,///,//I II ,//'//,/rir/1 VIr // /// /, //, /♦///// ,/ // /,/// // /,, // 4 PROVIDE FIRE RETARDENT PROVIDE FIRE RETARDENT TREATED PLYWOOD SHEATHING TREATED PLYWOOD SHEATHING M D / MIN. 4'-0" EACH SIDE OF E PARTY WALL CENTERLINE J I THE PARTY WALL CENTERLINE— NO ENTERLINE NO PENETRATIONS ALLOWED / / / / r / / / / / J NO PENETRATIONS ALLOWED / ♦ / // / ASPHALT SHINGLE ROOF INSTALLED r / / / , / ) WITHIN THIS ZONE r / / / , // I (,/ / / ,/// / / I WITHIN THIS ZONE,1 ASPHALT SHINGLE ROOF INSTALLED PER MANUFACTURERS SPECIFICATIONS (./ / / / , / / I I / , ,/ I' / , /1 ( / / / , // / r , ,/ / / / , ) PER MANUFACTURERS SPECIFICATIONS 8:12 :12♦ 4 I /r , , //// , 1 ( ♦ ///, //♦1/♦/ �a r// Esit " r / , / ' / / J r ,' / / / // / I �/ / /',/ / / ♦ I I /' ' / / /' ' 1 812 �, I / / , ,� , / ,1 ;J, r// / ♦ , ,/// ,LLJ I J; I' , /' / / r ♦' J .lam / ♦'/'/' / / I .l. 1'�I r',',/'�'/' /� r�'/'/',''♦'�'/j 8:12 X 1_2/ ♦ 1 r /, / / 11111114 I / / / r / ♦ r I I / / r ,/ / �I ( --- r j CL 1z 8:12 ///r// , �� I I �, //r , / I ---- 8:12 s:1z I /'/'/'// /'/',1 / ♦ /'/' /'/I C-- I / I , / / -� E- r / , , / ♦ I �/ I I,/// / ,�///, , ; I I ,�// ,� I, ♦/// / ///,I r/ / /s:,z 8:12 I 1 8:12 8:12 I / / r / / r ♦/ / 4 I �/ // 4 I r ,/ / ,/,/♦� I a ♦ r/ — — L— _------ I, //// D1 I I,/ / / D1 / //,/ / / / I D1 ,/,/ / I F--------� -_ I / • / -------------I - ------------- --- - -� -�-- -�. ----------------� ��7 7 _-/------ ----- t.� �/ _/ _--------- ------ i _/ / ./ _/ / 1115111111 aim 7'-6" 8'-N!" He 13'-2" 1141, „ 1 — Ji„ 6'-6" 8'-34" 11011 13'-2" 11111511 12'�-6" 10,71 13'-2" IUC 8'-3�" De 09511 19'-84" ORTH22E &ELEV RTH21 ORTH21 ORTH21 ORTH22E 45 ELEV. 'A' , 'A' 43 ELEV. 'B' 42 ELEV. 'A' REV. GDELEV.A'' REV. LOCATION OF GUTTERS AND DOWNSPOUTS PROVIDE GUTTERS AND DOWNSPOUTS ON ALL EAVES WITH LESS THAN A 6" HORIZONTAL OVERHANG; EXCEPT FOR GABLE ENDS AND ROOFS ABOVE ANOTHER ROOF AS REQUIRED BY FBCR 2010 SECTION R320.7 5 UNIT BUILDTNG ROOF PLAN 99 - 9-099 3/16 - I 7'-6" ROOF SYMBOLS LEGEND ® INDICATES LOCATION OF REQUIRED FIRE RETARDANT TREATED SHEATHING 4'-0" ON EITHER SIDE OF PROPERTY LINE BETWEEN UNITS, NO PENETRATTIONS ARE PERMITTED WITHIN THIS ZONE INDICATES 1 HOUR RATED EXTERIOR SHEATHING ON UNDERSIDE OF CLOSED SOFFIT SEE DETAIL 4/SD6 INDICATES OFF—RIDGE ROOF VENT WITH MIN. FREE VENT AREA OF 97.5 SQ. IN. EA. PROVIDE MIN. 3 PER UNIT WITH CONTINUOUS VENTED SOFFIT WHERE AVAILABLE ATTIC VENTILATION (FBC—R806) MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN. 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. 0 N N 0 LO 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+&sign,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!jMDR CI 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 BUILDING 9 28 FT TOWN HOMES LOTS 45 TO 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title BUILDING ROOF PLAN Drawn CHRIS BERGERON Checked By By TF Scale 1/4"-1'-0" Sheet — No. Date MAY 2013 No. ooject 10025 BC -6 No 10025—BLDG 9 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. SPECIFICATIONS AND TO ADHERE TO THE 2010 14 3'-0 .. 9,-2„ 4'-11 ., 8'-0" 2'-10" w FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING Ld I­�- UJ U I.- MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBC-M1503) Ld SPECIFICATIONS AND ALL OTHER APPLICABLE 15 CODES AND AUTHORITIES HAVING JURISDICTION RANGE HOOD VENTED TO EXTERIOR AND z O OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. F- O'S W OU J V) APPLINCE SHALL COMPLY WITH UL923 to oa N cn U IY m � 0f w (=j z = vO W 0 0 LLJ C2 J F -Z WW = Z Z Ld W >- -J U Z N Q Q O EXTERIOR WALLS TO HAVE A FIRE RESISTANCE � Q Z RATING OF 1 HOUR WHERE LIMITING DISTANCE o= w O O O ¢ tr Cr _ O 2 HOUR MASONRY PARTY WALL U z Q = o Q d F- F- U O = 0 O Z cn F - c3rF- W In z O z O Z O 1 4" 0 B LABEL w FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO 1 B O W21 1H4 SH BLOCK SINGLE HUNG 26�" 508" 274" 501" 9.32 NO ��"oil W22 11­15SH BLOCK SINGLE HUNG 26J' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.25 NO S FLUBREAKFAST 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 W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO > W28 2460 SH FRAME SINGLE HUNG 28" 72" 284"724" 6'-8" 14.00 NO c W51 24 SH BLOCK SINGLE HUNG 37" 50J" 374" 501" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES D W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474 08.81 NO FWD. W55 3040 SH FRAME SINGLE HUNG 36" 1 48" 364" 484" 12.00 NO L---� W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES i W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 2'-2" 8 48x50 SH BLOCK SINGLE HUNG 48" 5081" 484" 501" 16.88 NO 1 W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES INTERIOR DOOR 8' CLG. TYP. W95 4040 SH FRAME SINGLE HUNG 48" 48" 484" 484" 16.00 NO �t W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE OWALL SPACE THE NRC LABEL PROVIDING U -VALUE & SHGC TO FIRE RATED DOOR 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE 0 GARAGE WITH LIVING SPACE ABOVE & 1/2" INSPECTION. DRYWALL ON WALL BETWEEN LIVING SPACE / RATED JAMB, FLOORS w/ CONDITIONED SPACE ABOVE. TAPE DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER o¢ JJU SPECIFICATIONS AND TO ADHERE TO THE 2010 14 3'-0 .. 9,-2„ 4'-11 ., 8'-0" 2'-10" w FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING Ld I­�- UJ U I.- MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBC-M1503) Ld SPECIFICATIONS AND ALL OTHER APPLICABLE 15 CODES AND AUTHORITIES HAVING JURISDICTION RANGE HOOD VENTED TO EXTERIOR AND QUO X00 OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. 0 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING OU J SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 to oa W 1 2 IY m � 0f w FINISHED TEXTURED COATING PER BUILDERS �0 -1 FLANGE FLANGE 8080 PATIO DOOR � o 0 NAILING SCHEDULE) PROVIDE DRAFT STOPPING I- Q Q BARRIER PER ASTM C 1063 &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE WITH TPI/WTCA BCSI. (1/4') PANEL TYPE 0- = HOUSE WRAP, 7/16" OSB EXTERIOR Co o . UJ c� FLOORING cr O � UJ M Q N z o 0 N o EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE o= w IS LESS THAN 3'-0" a CONCRETE BLOCK CONSTRUCTION - co QO X 2 HOUR MASONRY PARTY WALL U U = UJ ILLO SLAB UP TO 9•-4" A.F.F TO BE 2 HR RATED 0 o o 0 � _ CONCRETE BLOCK WALL REINFORCED PER z W In z O 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 1A 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 1 B O 3'-0" 6'-8" 1 R4 6'-10" 5'-112 TEMP GLASS 1/2 FRENCH INTERIOR STUD PARTITIONS O BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. U373 AND INSTALLED PER MANUFACTURERS ��"oil FOR 2 STORIES TO 10'-0" MAX HEIGHT. GATHERING ROOM - 9 LITE, TRANSOM / ELEV 1C 3'-0" 6'-8" 1 4" R4 ��S1 ( 1 / TEMP GLASS FULL FRENCH SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS CO 1.2 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM S FLUBREAKFAST 15 LITE, TRANSOM / ELEV 1D O 3'-0" 8'-0" 1 4" R4 BAR I TEMP GLASS 1/2 FRENCH WRAP, FINISHED SOFFIT o-- WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS --- r--, I 12 LITE, TRANSOM / ELEV 1 E 1 4" R4 OW -T - TEMP GLASS FULL FRENCH i INTERIOR STAIRS -SITE BUILT FBC 2010 3'-0" 8'-0" > 1.)1R 5 R NGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES I 1'-1131„F2,_I23" 41 4�L- 18 LITE, TRANSOM / ELEV (FBC-R310) O2 2'-8" 6'-8" 1 cc c T KITCHEN -' INTERIOR DOOR 8' CLG. TYP. MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE ® 2'-8" 8'-0" 1 DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE TI LE INTERIOR DOOR 9' CLG. TYP. WINDOW = 5.7 Sq. Ft. O3 2'-6" 6'-8" 1 DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" WALK-IN INTERIOR DOOR 8' CLG. TYP. MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" D 2'-6" 8'-0" 1 F.A. - 44" ABOVE FLOOR 15 PANTRY INTERIOR DOOR 9CLG. TYP. 0 2'-4" 6'-8" 1 - � � E1 00 HWT I s --------�-- N INTERIOR DOOR 8' CLG. TYP. THE LOWEST PART OF THE CLEAR OPENING TO THE 2'-4" 8'-0" 1 FWD. FINISHED FLOOR FOR WINDOWS 14 INTERIOR DOOR 9' CLG. TYP. O5 2'-0" 6'-8" 1 TILE (FBC-R612.2) L---� INTERIOR DOOR 8' CLG. TYP. INSTALL APPROVED CORROSION RESISTANT FLASHING AT o 2'-0" 8'-0" 1 gT" C PRO V UNDER DE PAN -) tib HWT INTERIOR DOOR 9' CLG. TYP. i © 2'-2" 6'-8" 1 MIRROR ELECTRIC OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR INTERIOR DOOR 8' CLG. TYP. AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 2'-2" 8'-0" 1 v PA El. FENESTRATION PRODUCTS TO BE SEALED WITH A INTERIOR DOOR 9' CLG. TYP. SEALANT COMPLYING WITH FBC2007 R613.8.1 0 V-6" 6'-8" 1 3._72., 3' 9„ 1 -229" 2'-10" 8'-9" 3'-11" INTERIOR DOOR 8' CLG. TYP. SIZE (FBC-R612.12.2) ® 1'-6" 8'-0" 1 4" TYPE II RAILS FBC R311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM INTERIOR DOOR 9' CLG. TYP. OF 1/4" IN WIDTH ® 1'-10" 6'-8" 1 R311.7.7,2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS FOYER INTERIOR DOOR 8' CLG. TYP. SECTION 402 COMPLIANCE O 3'-0" 8'-0" 1 4" R4 TOTAL FLOOR AREA (2010 FBC ENERGY CODE TEMP GLASS FRENCH 1 LT 16'0"k7'0" O.H. GARAGE DOOR SEE 2ND FLOOR 2 1" 3" 4 -34 3 -24 -71 '-0' 8'-6" 19'-6" 1 1.' FOYER (9>S ­TOP 18C DROP 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 BDS. 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 2 -7" 3'-4" 1'-2" 2'-2" r -IN KITCHEN SCALE 2:1 S1 FLUSH 40" BREAKFAST BAR SECTION r•IN d N TEMPERED GLASS ABOVE O 28'- 0" N UNLESS NOTED OTHERWISE (U.N.O.) ALL 389 SF 12 SF U J CONSTRUCTION TO ADHERE TO THESE PLANS AND LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP o¢ JJU SPECIFICATIONS AND TO ADHERE TO THE 2010 14 3'-0 .. 9,-2„ 4'-11 ., 8'-0" 2'-10" w FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING Ld I­�- ENGINEERS DRAWINGS AND SPECIFICATIONS, I.- MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBC-M1503) Ld SPECIFICATIONS AND ALL OTHER APPLICABLE 15 CODES AND AUTHORITIES HAVING JURISDICTION RANGE HOOD VENTED TO EXTERIOR AND QUO X00 OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. 0 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING OU J SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 to oa AC 2 W58 W58 1 2 IY m � 0f w FINISHED TEXTURED COATING PER BUILDERS �0 -1 FLANGE FLANGE 8080 PATIO DOOR � o GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING I- Q Q BARRIER PER ASTM C 1063 &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE WITH TPI/WTCA BCSI. (1/4') PANEL TYPE 0- = HOUSE WRAP, 7/16" OSB EXTERIOR Co o . UJ SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING cr O � XHEIGHT STRUCTURAL Q PROPOSED EXPOSED BUILDING FACE of m W W of INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE o= ELEC IS LESS THAN 3'-0" Q CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL METER LOC 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 DINING EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED I C T D1 TILE STRAPPING ® 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 0 INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY 8' 14'-1" 6'-10" 5'-112 52" 1 INTERIOR STUD PARTITIONS O BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. U373 AND INSTALLED PER MANUFACTURERS ��"oil FOR 2 STORIES TO 10'-0" MAX HEIGHT. GATHERING ROOM - ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER A - CARPET ��S1 ( 1 / GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS CO 1.2 MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM S FLUBREAKFAST FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION BAR I VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT o-- WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS --- r--, I 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 OW -T - TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 i INTERIOR STAIRS -SITE BUILT FBC 2010 GENERAL NOTES: WINDOW > 1.)1R 5 R NGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES I 1'-1131„F2,_I23" 41 4�L- AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) N TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED o cc c T KITCHEN -' 2. TREADS SHALL BE 2x12 SPF#2 RIPPED ) # MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. M DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE TI LE 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" WALK-IN 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" D FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING F.A. - 44" ABOVE FLOOR 15 PANTRY KN MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) W - � � E1 00 HWT I s --------�-- N _O THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE W26 QN FWD. FINISHED FLOOR FOR WINDOWS 14 MIN. CLEAR STAIR WIDTH = 31 1/2" I N FOR WINDER STAIRS 3.) MIN. WINDER TREAD MEASURED= 10" FLASHING SEALANTS AND WEATHERSTRIPPING I.` TILE (FBC-R612.2) L---� 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT o MIN. WINDER READ MEASURED = 6" (0 C PRO V UNDER DE PAN -) tib HWT i MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 MIRROR ELECTRIC OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 7 MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND v PA El. 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" f 1, 0, 8„ 3._72., 3' 9„ 1 -229" 2'-10" 8'-9" 3'-11" 4,> SIZE (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR 00 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 4 TO WALL OR NEWEL POST PER FBC cV R311.7.7,2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS FOYER SECTION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE TILE 10 j �t SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1,1 VALUES OR AS 1 D ;n PROVIDE 45 MINU E Co COMPUTER PROGRAM & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE OWALL SPACE THE NRC LABEL PROVIDING U -VALUE & SHGC TO FIRE RATED DOOR 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE 0 GARAGE WITH LIVING SPACE ABOVE & 1/2" INSPECTION. DRYWALL ON WALL BETWEEN LIVING SPACE / RATED JAMB, FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME LL AND CLOSER TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS 8302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES UP 17R DOOR FROM GARAGE TO HOUSE INSIDE STRAPPING W/ DRYWALL AND o 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR EXTERIOR FINISH FOR SIDING OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEMENTITIOUS FINISH. STORAGE -- I 6 -- - FOR EXTERIOR STUD WALLS, ALL m � I O) DIMENSIONS ARE MEASURED FROM o INSIDE FACE OF STUD TO OUTSIDE _ HE I LOW - - DROOM u' (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 o Ir 1 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"00" 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 NA 71ONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID 7 i:V I INSTITUTE INC. (ANSI 2765-2003) O A 1.2 16'0"k7'0" O.H. GARAGE DOOR SEE 2ND FLOOR 2 1" 3" 4 -34 3 -24 -71 '-0' 8'-6" 19'-6" 1 1.' FOYER (9>S ­TOP 18C DROP 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 BDS. 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 2 -7" 3'-4" 1'-2" 2'-2" r -IN KITCHEN SCALE 2:1 S1 FLUSH 40" BREAKFAST BAR SECTION r•IN d N TEMPERED GLASS ABOVE SECOND FLOOR PLAN- CONSTRUCTIONNOTES (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 M -MEN il s SPECIFICATIONS AND TO ADHERE TO THE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL SECOND FLOOR PLAN- AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA CONSTRUCTIONNOTES (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 (FBC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 CODES AND AUTHORITIES HAVING JURISDICTION RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. 0 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 N Cr QJ J W U FRAME WALL CONSTRUCTION (2x4) CEMENTITIOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED J Z_ FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS -1 SPECIFICATION OVER 7/8" THICK PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS >_ r7 GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING I- Q Q BARRIER PER ASTM C 1063 &APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE WITH TPI/WTCA BCSI. (1/4') PANEL TYPE 0- = HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD o . UJ SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING cr O � XHEIGHT STRUCTURAL Q F ENGINES CCAT ONS) R13BATT EXPOSED BUILDING FACE of m W W of INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE o= IS LESS THAN 3'-0" Q CONCRETE BLOCK CONSTRUCTION - O2 CEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 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 O BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. U373 AND INSTALLED PER MANUFACTURERS I FOR 2 STORIES TO 10'-0" MAX HEIGHT. SPEC. - PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 OTILE 6 TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 i INTERIOR STAIRS -SITE BUILT FBC 2010 GENERAL NOTES: WINDOW > 1.)1R 5 R NGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1) (FBC-R310) N TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED o STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM I 2. TREADS SHALL BE 2x12 SPF#2 RIPPED ) # MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 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" n 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE OPENING = 20" D 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" I N FOR WINDER STAIRS 3.) MIN. WINDER TREAD MEASURED= 10" FLASHING SEALANTS AND WEATHERSTRIPPING (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. 7 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 4 TO WALL OR NEWEL POST PER FBC 1 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 FBC ENERGY CODE SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) �t SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1,1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE OWALL SPACE 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 8302.11 (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 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 ATTIC ACCESS (FBC-R807) MEASURED TO EXTERIOR SURFACE OF 13 ATTIC ACCESS HATCH 22"00" 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 NA 71ONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 22EA 707 SF 1025 SF TOTAL A/C AREA 1732 SF GARAGE PORCH 389 SF 12 SF TOTAL AREA 2133 SF No. Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. y 6685 Arroyo Dr. Melbourne FL, 32940 err DE S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. t., IGN 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 A a Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 45 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet FIRST FLOOR PLAN & NOTES Title Drawn CHRIS BERGERON Checked By By TF Scale1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 1.1A FilNo. 10025_ORTH22E 7 8:12 �\ \� 8:12 8:12 2 \ 6:12 6:12 1"x6" RAISED FRIEZE TRIM u700 00 W/ SMOOTH CEMENTITIOUS FINISH (TYP) DECORATIVE ARCHED " WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH FPc) (SEE DETAIL) 7/8" CEMENTITIOUS FINISH OVER SHEATHING 1"x6" RAISED SILL W/ SMOOTH CEMENTITIOUS TEMPERS FINISH (TYP) FLANKAGE ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 66.04 SQ. FT. L VARIES 11 — ,�_ 3 4 SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER VARIES ,3". 7"� _3 "� 4� SCALE —2- _ :1 f 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER _L L 96"x96" PATIO DOOR * 0 . 7" EQ. EQ. TOTAL GLASS r7 I ON FRONT ELEVATION = 54.91 SQ. I (V f 0 f in _lN In w M ' 3/4" RECESS a SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS VARIES 3 k 34" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER L VARIES 11 — ,�_ 3 4 SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER VARIES ,3". 7"� _3 "� 4� SCALE —2- _ :1 f 10" WIDTH `V 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER _L L 96"x96" PATIO DOOR ELEVATION 'A' TOTAL GLASS r -IN ON FRONT ELEVATION = 54.91 SQ. I (V f 0 f in _lN N M ' 3/4" RECESS SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS 1/2„ " 1/2„ ir) � *� 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL FRONT 96"x96" PATIO DOOR ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. 2'-4" �)S PRECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU )LLOW CORE DECORATIVE POLYURETHANE LOUVER SPECTIS No. LCRT1632 16"Wx32"Hxl %" PROJ. DECORATIVE FLAT WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) ,gCPNAI T culnlrri ee 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 r71�t 0 I LO 96"x96" PATIO DOOR \ \ 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 r71�t 0 I LO [REAR ELEVATION 'A' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 142.00 SQ. FT. ()FOYER STAIRWELL B SLOPED KNEEWALL GUARD ON STAIR fl co 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 TOP OF PLATE �OP OF WINDOW 7/8" CEMENTITIOUS FINISH OVER SHEATHING PROVIDE CONTROL CD I JOINT @ PARTY WALL I p0 r` PROVIDE CONTROL JOINT @ TOP OF BLOCK WALL FIN. SECOND FLR. TOP OF WINDOW 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH CEMENTITIOUS FINISH CD O 1/2" CEMENTITIOUS I FINISH OVER BLOCK C>D WALL FIN. GROUND FLR. GRADE 00 No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 EL: (321) 288-6274 D E S I G N T building design services "ITWI ; Info@t-f-&sFgf .o= 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. RAA DESIGN 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 r a Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 45 Copyright & Copy; 02009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION -By CHRIS BERGERON Checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 No'eCt 10025 No 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 fl co 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 TOP OF PLATE �OP OF WINDOW 7/8" CEMENTITIOUS FINISH OVER SHEATHING PROVIDE CONTROL CD I JOINT @ PARTY WALL I p0 r` PROVIDE CONTROL JOINT @ TOP OF BLOCK WALL FIN. SECOND FLR. TOP OF WINDOW 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH CEMENTITIOUS FINISH CD O 1/2" CEMENTITIOUS I FINISH OVER BLOCK C>D WALL FIN. GROUND FLR. GRADE 00 No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 EL: (321) 288-6274 D E S I G N T building design services "ITWI ; Info@t-f-&sFgf .o= 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. RAA DESIGN 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 r a Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 45 Copyright & Copy; 02009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION -By CHRIS BERGERON Checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 No'eCt 10025 No 10025_ORTH22E BU SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES LIDING SECTION No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL. (321) 288-6274 D E S I G N EMAIL; info@t-f-design.com building design services Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. t., IGN 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 Proje Namect LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 45 Copyright & Copy; © 2009 Quadra Design Studios Inc. Shee Title t BUILDING SECTION ByDrawn rwn CHRIS BERGERON7CIeclel TF Scale 1 /4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 Noe 10025_ORTH22E ELEC METE CI M LI GROUND FLOOR ELECTRICAL PLAN BB 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 $d (50" HIGH TO CA) DIMMER SWITCH FOR FUTURE CEILING FAN (50" HIGH TO C/L) / \ � 110V OUTLET (16" HIGH TO C/L WALL -MOUNTED) O CAPPED ROUGH -IN CEILING MOUNTED LIGHT 110V SPLIT OUTLET -SWITCHED (16" HIGH TO C/L WALL -MOUNTED) LIGHT FIXTURE '�Dl. 110V OUTLET (CEILING MOUNTED) OVER COUNTERS (42" HIGH WALL -MOUNTED) �QG PULL CHAIN LIGHT FIXTURE -lTJ' (CEILING MOUNTED) 110V OUTLET 4Q �Q WATER PROOF (SHOWER RECESSED LICHT) WATERPROOF (EXTERIOR WALL -MOUNTED) 110V OUTLET VAPOR PROOF -{7} (BATHRM. CEILING MOUNTED) GROUND FAULT CIRCUIT INTERRUPTER -E)-110V SINGLE OUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) MICROWAVE ® HEAVY DUTY OUTLET FLUORESCENT LIGHT C(CEILING NO BOX ®BLOCK WALL NO B (10" HIGH TO C/L) MOUNTED) LIGHT FIXTURE TEL TELEPHONE JACK (WALL MOUNTED) V (12" HIGH) EXHAUST FAN. REFER TO CABLE T.V. JACK CONSTRUCTION NOTE yg, (12" HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE THERMOSTAT JAR LAMP PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) OS SPEAKER WIRE FLOOD LIGHT �- SPEAKER PRE -WIRE (EXTERIOR WALL MOUNTED) ELECTRICAL SERVICE PANEL SMOKE ALARM (REFER TO FEC 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. COMBINATION SMOKE ALARM h 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 - / I TRANSFER VENT [_ _ 3" PLUMBING (TOILET) L/ J C = zill 2" PLUMBING DRAIN r — 7 SHOWER, SINK) (BATH, QP/ CEILING RETURN AIR VENT I I IC SUPPLY OUTLET I(- _ J (\L^ SUPPLY AIR FLEX c = —' RETURN AIR VENT ON WALL DMAIN UCT �y MAIN �\ 1 RETURN AIR FLEX I I REDUCTION BOX DUCT y L_ - -J n FLEX SUPPLY DUCT /-- TRIANGLE / END BOX / L,/ I % REDUCER V -r 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 FBC 2007 PLUM91NG 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 ® 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. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSET WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL a 150 MP 2/0 ALUMINU 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 UDE1_-'Z,V0XR0UND CLEC. RISER- No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 r TEL: (32 1) 288-6274 D in S I er N EMAIL: info@t-f-design.com building design services Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. QDMM BSIGN STUDFOs 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 45 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS & NOTES Drawn CHRIS BERGERON Checked By By TF Scale1/4"=1'-0" Sheet No. Date MAY 2013 Project Na 10025 1AA N'o. 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. I I 1 SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION f RANGE HOOD VENTED TO EXTERIOR AND � ( a( w U ai 5" O� 1 0� 3 Ld Z O 0 P}YOVIDE FINISHEDISHED TEXTURED COATING PER BUILDERS a U w = 1 D1 0 DINING COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT _N N H I ' 18'-74„ 8'-54„ 11 F- C� GATHERING ROOM Q .. W 0 w M J of o z ENGINEERS SPECIFICATIONS) R13 BATTO = w z z z z 17 w w } Q U Z �' 2 ii w a_ U 2 HOUR MASONRY PARTY WALL w Q Z 18 O f- Z OU Q U to _ O = ~ O 2 U Z a ZD OZ w J W �' ~ CD 0 0 W STRAPPING 0 24" O.C. '� Z O 2'-8" 6'-8" of O Z YES 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 26J" 501" 274" 501" 9.32 NO 10 W22 11­15SH 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 DOOR m TILE W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 1- 524" 10.11 NO 3'-0" 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 LINE OF CANTILEVERED W51 24 SH BLOCK SINGLE HUNG 37" 50J" 37J" 501" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES 3� W53 26 SH BLOCK SINGLE HUNG 37" 72" 37J" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 271" 47J" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 364" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 604" 15.00 YES 9 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES 2'-2" W91 48x50 SH BLOCK SINGLE HUNG 48" 50J" 48" 50" 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 1 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 c I I 1 SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION f RANGE HOOD VENTED TO EXTERIOR AND � ( a( w U ai 5" O� 1 0� 3 Wf 2 AC 2 W58 W58 0 P}YOVIDE FINISHEDISHED TEXTURED COATING PER BUILDERS FLANGE FLANGEo_ 8080 PATIO DOOR CD i 1 D1 - - - - - DINING COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT w NAILING SCHEDULE) PROVIDE DRAFT STOPPING I ' 18'-74„ 8'-54„ 11 52„ TT LAUND GATHERING ROOM _IN I DRYER f 0 CARPET 0 C S1 T FLOORING ENGINEERS SPECIFICATIONS) R13 BATTO EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE F- J M Q FLUSH BREAKFAST V)z w F Ow Z_ to O 2 HOUR MASONRY PARTY WALL 2OCONCRETE CEMENTITIOUS FINISH J 18 O f- Z Q Q U to Z a Of O = ~ O 2 U Y U J w UP 17R IW - M o� OF WALL. 1x2 PRESSURE TREATED _ STRAPPING AT 24" O.C. T -NAILED INTO Z STRAPPING 0 24" O.C. U) Z O 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS -7T, 7 1 �' ~ 1 A 2'-8" 8'-0" 1 J" R4 B LABEL YES FOR 1 HR RATED WALLS E2 1B „ 3'- 0 6'- 8' 1 134 2 _ TEMP GLASS 1/2 FRENCH L --_J I_---� 10 9 LITE, TRANSOM / ELEV 1C 3'-0" 6'-8" 1 R4 ., HE3pRPAM 4'-10„ TEMP GLASS FULL FRENCH 1' 2 '9„ 4'-2" 12'-1„ 4„ O STORAGE 15 LITE, TRANSOM / ELEV 1D 3'-0" 8'-0" 1 134 IDE 45 TE TILE FOYE PROEVRATED TEMP GLASS 1/2 FRENCH DOOR m TILE w/ RATED JAMB, N o C SILL AND CLOSER W I "a It C) � ' 12 LITE, TRANSOM / ELEV 1E 3'-0" 8'-0" 1 R4 CPORCH TEMP GLASS FULL FRENCH - FIN. FLR - ELECTRIC A PANEL 18 LITE, TRANSOM / ELEV Pq O2 2'-8" 6'-8" 1 i LINE OF CANTILEVERED INTERIOR DOOR 8' CLG. TYP. ® 2'-8" 8'-0" 1 8" STONE VENEER -3' 5'-4" 1'-7" 1'-11" 16'-0" INTERIOR DOOR 9' CLG. TYP. 8'-6" O 2'-6" 6'-8" 1 28'-0" INTERIOR DOOR 8' CLG. TYP. 3� 2'-6" 8'-0" 1 i" INTERIOR DOOR 9' CLG. TYP. 0 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1 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 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-O" 1 INTERIOR DOOR 9' CLG. TYP. O7 1'-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. O 3'-0" 8'-0" 1 R4 TEMP GLASS FRENCH 1 LT r� I io NO N Y U Q J OJ C: 3m} w I- F--F- LJ - F --w- 0�Xc a U d Z 2' O O oo� . J I- } of Fr z 0 0_ L� O Z) tl X O (! 5, IN I W26 FLANGE f 00 I 0 I 4 ti- C 28'-0" N COVERED PORCH GARAGE I\ /I ENGINEERS DRAWINGS AND SPECIFICATIONS, 2113 SF 1„Q 3 -02 10'-0" 4'-6j" 8,_0,. 2'_5" c I I 1 SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION f RANGE HOOD VENTED TO EXTERIOR AND � ( a( ai 5" O� 1 0� 3 Wf 2 AC 2 W58 W58 0 P}YOVIDE FINISHEDISHED TEXTURED COATING PER BUILDERS FLANGE FLANGEo_ 8080 PATIO DOOR CD i 1 D1 - - - - - DINING COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT TILE NAILING SCHEDULE) PROVIDE DRAFT STOPPING I ' 18'-74„ 8'-54„ 11 52„ TT LAUND GATHERING ROOM _IN I DRYER f OXV) - - CARPET 0 C S1 T FLOORING ENGINEERS SPECIFICATIONS) R13 BATTO EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE FLUSH BREAKFAST z J BLOCK CONSTRUCTION - -----BAR - - - - 2 HOUR MASONRY PARTY WALL 2OCONCRETE CEMENTITIOUS FINISH z� ::i 18 O I� I 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. DW I PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER �0 ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR I EQUIVALENT THICKNESS. CONTRACTOR TO UP 17R VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED 6 STRAPPING AT 24" O.C. T -NAILED INTO KITCHEN STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD TILE I « 2 HOUR SHAFT LINER SYSTEM PARTY WALT_ NN U 15 I _ (R-8,61) -7T, 7 1 �' ~ ___ I F I r-S I 1 I �� g N E2 00 HWT PAN. --- } - -- --� 2 _ cn L --_J I_---� 10 - LOW_ - "�N O 4ROVIDE PAN UNDER HWT (-)0'-4" ., HE3pRPAM 4'-10„ 1' 2 '9„ 4'-2" 12'-1„ 4„ O STORAGE MIRROR - - - PR VIDE 5 8" 1 TYP "X" 1 DRYWALL 1 UNDER STAIRS G A R A G EO O IDE 45 TE TILE FOYE PROEVRATED DOOR m TILE w/ RATED JAMB, N o C SILL AND CLOSER W I "a It C) � ' 1D CL 1 > >_ 1„ U1 „ -72 04 5 �I4„ 2,_1„ 8" 18'-6>, CPORCH X 4" BELOW - FIN. FLR - ELECTRIC A PANEL Pq PROPOSED ELEC r 16'0"<7'0" O.H. GARAGE DOOR METER LOC i LINE OF CANTILEVERED FLOOR ABOVE 2 2 PRECAST STUCK -ON STONE VENEER -3' 5'-4" 1'-7" 1'-11" 16'-0" 8'-6" 1 3 28'-0" GROUND FLOOR PLAN � 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 BDS. OVER ALL PTD. PINE SHELVES RECEPTACLE FOR CELL PHONE CHARGER 48" AFF COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. COUNTERTO KITCHEN - CABINET FINISHED � J Q U ]a_ J H CDD )0) 5 -1 ] O C J co LU 7 Q v 21 3'-4" 1'-2" 2'-2" S SIN KITCHEN SCALE 2:1 (S),FLUSH 40" BREAKFAST BAR SECTION -IN d I N SECOND FLOOR PLAN - 54 J N Q Jw U JZ 0. J F�-- Li n^ r- aN J aof 0 v OJ � m W � W MD ui N= Q 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 EGRESS EGRESS SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & �----------------� COVERED PORCH GARAGE I\ /I ENGINEERS DRAWINGS AND SPECIFICATIONS, 2113 SF MECHANICAL ENGINEERS DRAWINGS AND I I 1 SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION I I RANGE HOOD VENTED TO EXTERIOR AND I 1 MASTER BEDROOM CARPET I 5" I I I I5'-10�'L. 3'-5" 1 4'-�„ MICROWAVES LOCATED ABOVE A COOKING I I I I I FRAME WALL CONSTRUCTION (2x4) OCE IOUS FINISH 16 P}YOVIDE FINISHEDISHED TEXTURED COATING PER BUILDERS \ `° ��PAN UNDER - - - - - - - -� COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT WASHER i NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED LAUND Y & _IN I DRYER f OXV) - - UNDERLAY UNDER RESILIENT AND WOOD SECOND FLOOR PLAN - 54 J N Q Jw U JZ 0. J F�-- Li n^ r- aN J aof 0 v OJ � m W � W MD ui N= Q 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 UNIT 21A 651 SF 1025 SF SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL COVERED PORCH GARAGE 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, 2113 SF MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCE IOUS FINISH 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHEDISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S, F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16' OSB EXTERIOR WITH TPI/WTCA BCSI. (1/4') PANEL TYPE SHEATHING, 2x4 STUDS ® 16" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD 10'-0" MAX. HEIGHT (SEE STRUCTURAL FLOORING ENGINEERS SPECIFICATIONS) R13 BATTO 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 - 2 HOUR MASONRY PARTY WALL 2OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALT_ INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8,61) RATED CONTINUOUS FROM TOP OF MASONRY OINTERIOR STUD PARTITIONS 3 BEARING PARTITIONS 2x4 SPF#2 @ 16" O.C. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR DRYWALL BOTH SIDES OF STUDS. NON-BEARING PARTITIONS TO BE 2x4 SPF#2 OR 2x6 SPF#2 @ 24" O.C. OEXPOSED FLOOR TO EXTERIOR PROVIDE MIN. R-11 BATT INSULATION IN FLOORS BETWEEN CONDITIONED AND UNCONDITIONED SPACES APPROVED HOUSE WRAP, FINISHED SOFFIT OATTIC OVER LIVING SPACE PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 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 HAND RAIL - FBC 2010 R311.7.7 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 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. FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL U373 AND INSTALLED PER MANUFACTURERS SPEC. 20 ROOF CONSTRUCTION ROOF COVERING AS SPECIFIED INSTALLED PER MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED) OVER SUBFASCIA. ROOF VENTILATION VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 9 R702.4.2 WALL & CEILING BETWEEN GARAGE AND LIVING O SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT(FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. CD 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. NDOW GENERA 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 13613.8.1 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 CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC, (ANSI Z765-200.3) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21A 651 SF 1025 SF TOTAL AIC AREA 1676 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2113 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-d@SsiCj11.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. LDWIGNM STun[os 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 LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'A' LOT 44 Copyright & Copy; C 2009 Quadra Design Studios Inc. Sheet FIRST FLOOR PLAN & NOTES Title Drawn CHRIS BERGERON Checked TF Scale 1/4"`1'-0" Sheet - No. Date MAY 2013 Project 10025 2 1 A No. N'o 10025_ORTH21 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 SHUTE (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 FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 75.32 SQ. FT. 0 I 3/4" RECESS -1 SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1/2- 2 �1 /2" 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL Z_ r 00 4- � r 8:12 6.12 11"x6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) 7/8" CEMENTITIOUS FINISH OVER SHEATHING 1"x6" RAISED TRIM W/ SMOOTH CEMENTIT10US 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 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) A/C FIN. GROUND FLOOR FIN. GRADE '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 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 1' THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE x I 00 0 I D 96"x96" PATIO DOOR A/C FIN. GROUND FLOOR FIN. GRADE '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 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE 1' THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE x I 00 0 I D 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 @ 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: (321) 288-62I 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. 1"11JM RESIGN 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 ORTH21 ELEVATION 'A' LOT 44 Copyright & Copy; ® 2009 Quadra Design Studios Inc. shee Title t ELEVATIONS & STAIR SECTION Drawn CHRIS BERGERON Checked By By TF Scale I gii= I i_oiiSheet No. Date MAY 2013 Project No. 10025 2.2A No 10025 ORTH21 40" HIGH KNEEWALL r — W/ PAINTED WOOD I CAP I I I I _____=-__ �= I PROVIDE 5 „ "I N, \ SLOPED \— L L TRYWALL \\ \\4_6'-8" MIN. CEILING \\ NAER STAIRS \ \\ HEADROOM 1 ❑ ❑ I _ ❑�� 40" HIGH SLOPED 6 KNEE WALL W/ PTD. PINE CAP O UxE -H Z I � I �j O\\ L-� \ L 7 \ SLOPED \ L io ID x CEILING \ L )OR_].\ 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 @ 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: (321) 288-62I 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. 1"11JM RESIGN 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 ORTH21 ELEVATION 'A' LOT 44 Copyright & Copy; ® 2009 Quadra Design Studios Inc. shee Title t ELEVATIONS & STAIR SECTION Drawn CHRIS BERGERON Checked By By TF Scale I gii= I i_oiiSheet No. Date MAY 2013 Project No. 10025 2.2A No 10025 ORTH21 1"x6" RAISED TRIM W/ SMOOTH CEMENTITIOUS BU SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES LDING SECTION No.1 Revision I Date By 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. tDRA DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 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 IF, kW Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'A' LOT 44 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION DrawnChecked TF R„ CHRIS BERGERON R„ Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project 10025 2.3ANo. No 10025_ORTH21 GROUND FLOOR ELECTRICAL PLAN ee C /L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH SECOND FLOOR ELECTRICAI 1 • ,, F E TRI A crrran $ 2 WAY SWITCH GENERAL ELECTRICAL (50 HIGH TO CA) `/ �` $3 3 WAY SWITCH ` HIGH NOTES: \ / (50 TO CA) \ / STD. LIGHT $4 4 WAY SWITCH FIXTURE BRACE & PRE -WIRED (50" HIGH TO CA) FOR FUTURE CEILING $d 1. THE ELECTRICAL PLAN ILLUSTRATES DESIGN FAN DIMMER SWITCH // �� (50" HIGH TO CA) INTENT ONLY. IT IS THE ELECTRICAL /,/ 110V OUTLET CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH (16" HIGH TO CA WALL -MOUNTED) (1 ALL APPLICABLE CODES AND SAFETY CAPPED 0 MOUNTED RLIIGHT IN CEILING =Q= 110V SPLIT OUTLET -SWITCHED (16" HIGH TO CA WALL -MOUNTED) LIGHT FIXTURE (CEILING MOUNTED) 110V OUTLET ���. 2. ELECTRIC AND GAS METERS SHALL BE IN OVER COUNTERS G PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) NON—OFFENSIVE LOCATIONS WHEN VIEWED FROM FRONT OR REAR OF THE BUILDINGS. (CEILING MOUNTED) 110V OUTLET I �Q �} �Q WATER PROOF WATERPROOF (SHOWER RECESSED LIGHT) (EXTERIOR WALL -MOUNTED) 3. PANEL BOX SHALL BE SIZED TO F� 110V OUTLET ACCOMMODATE ALL CALCULATED LOADS AND �JQ VAPOR PROOF G GROUND FAULT CIRCUIT SHALL PROVIDE FOR A MINIMUM OF EIGHT (BATHRM. CEILING MOUNTED) INTERRUPTER SPARES. FOR RECESSED CANNED LIGHT DISH AISHER ORTLET DI POSER ORD (CEILING MOUNTED) MICROWAVE 4. PROVIDE SERVICE AS REQUIRED FOR ALL HEAVY DUTY C FLUORESCENT LIGHT NOOBOX ® BLOCK WAULLET APPLIANCES AND EQUIPMENT (I.E. REFRIGERATOR, (CEILING MOUNTED) (10" HIGH TO C/L) FREEZER, DISH WASHER, DISPOSAL, COOK TOP, LIGHT FIXTURE TEL TELEPHONE JACK - (12" HIGH) VENT HOOD, OVEN, WASHER, DRYER, HVAC (WALL MOUNTED) EQUIPMENT, ALARM PANEL, WATER HEATER, ETC,) EXHAUST FAN. REFER TO CABLE T.V. JACK CONSTRUCTION NOTEpg, (12" HIGH) 5. GENERAL CONTRACTOR AND ELECTRICAL �Q- CEILING MOUNTED LIGHT INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN ® SUBCONTRACTOR �� � SHALL WALK THROUGH' PRIOR REFER TO CONSRUC. NOTE ae a THERMOSTAT TO INSTALLATION AND VERIFY THAT DESIGN JAR LAMP INTENT IS MAINTAINED. NOTIFY CONTRACTOR �❑ PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) SHOULD ANY CONFLICT ARISE. ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) 0 SPEAKER WIRE 6. SWITCHES SHALL BE LOCATED CLOSE TO, BUT SPEAKER PRE -WIRE NOT INTERSECTING ANY DOOR/WINDOW TRIM. FLOOD LIGHT (EXTERIOR WALL MOUNTED) -- ELECTRICAL SERVICE PANEL VERIFY TRIM SIZE AND SELECTION IN ALL CASES. GROUPED SWITCHES SHALL ALIGN AND BE SMOKE ALARM (REFER TO FBC 7010 R313) MOUNTED AS CLOSE AS POSSIBLE. SEE NSA PROVIDE 1 SMOKE ALARM IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN IMMEDIATE DIAGRAMS, THIS SHEET. 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 7. ALL OUTLETS IN GARAGE, OUTSIDE, AND NEAR TO COMPLY WITH NFPA 72. MCD CARBON MONOXIDFETECTOR WATER CONDITIONS (I.E. VANITIES, SINKS, TUB, CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10' OF SLEEPING ROOMS. SHOWER, ETC.) SHALL BE G.F.I. TYPE AS COMBINATION SMOKE ALARM & CARRON MDNQXMEJ2LM= REQUIRED BY CODE. COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIDE DETECTORS ARE MET. 8. LIGHT FIXTURES SHALL BE .LOCATED AS CLOSE ELL.RI.A No ` AS POSSIBLE TO THAT SHOWN ON THIS PLAN. 1) ALL BEDROOMS SMALL HAVE AFCI CIRCUITS ONLY. FIXTURES SHALL ALIGN OR CENTRE ON EACH 2) USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. OTHER OR WITH ADJACENT ARCHITECTURAL 3) ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF OR EXTERIOR WALL. ELEMENT. CO—ORDINATE LOCATION OF LIGHT 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. FIXTURES WITH HVAC GRILLES SO THAT THEY 5) LABOR AND LS FEDITION OR E CAL CELEC OR SHALL ENSURE THAT LIN ALIGN OR AT LEAST ARE SYMMETRICAL WITH PROECTIONIAND KCAL SYSTEMS ARE INSTALLED COMPLIANCE NTHIATHE OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. EACH OTHER. WHERE THERE MAY BE CONFLICTS, LIGHT FIXTURE LOCATION SHALL VERIFIED AND APPROVED BY CONTRACTOR OR ARCHITECT PRIOR H.V.A.0 At PLUMBING LEGEND C _ ]t 3" PLUMBING (TOILET) A:P/ I TRANSFER VENT TO INSTALLING FINISH WALL MATERIALS. 2" PLUMBING DRAIN9. VERIFY WITH CONTRACTOR SHOULD EXTERIOR (BATH, SHOWER, SINK) Q 'I CEILING RETURN AIR VENT SECURITY LIGHTS BE DESIRED. IF DESIRED, SUPPLY OUTLET k VERIFY TYPE OF FIXTURE, LOCATION AND — _JREQUIRED SWITCHING. <� MAIN SUPPLY AIR FLEX c = RETURN AIR VENT ON WALL 10. VERIFY WITH CONTRACTOR FOR LANDSCAPE DUCT r—� AND ALL EXTERIOR LIGHTING CIRCUITS AND �\ MAIN RETURN AIR FLEX I I REDUCTION BOX SWITCHES. �y DUCT L — J j 11. FIELD VERIFY LOCATION OF ALARM SYSTEM FLEX SUPPLY DUCT N WITH CONTRACTOR. LJ I> TRIANGLE / END BOX / REDUCER V 12. PHONE SYSTEM: SEE OUTLET LOCATIONS EXHAUST FOR GAS FUELED AIR ___ EXHAUST FOR DRYER OR STOVE -L � __ HANDLER OR HWT HOOD AS NOTED AND VERIFY WITH CONTRACTOR. PROVIDE OUTLET AT ALARM PANEL LOCATION. MECHANICAL PIUMBING NOT S 1) PLUMBING SHALL COMPLY WITH FBC 2007 PLUMBING CODE 13. CABLE TV: SEE OUTLET LOCATIONS AND 2) WATER HEATER SHALL HAVE PAN AS REQUIRED AND RELIEF VALVE TO BE PIPED OUTSIDE FIELD VERIFY WITH CONTRACTOR. WITHOUT TRAPPING. 3) HOT WATER SUPPLIED TO FIXTURES SHALL BE CONTROLLED TO NOT EXCEED A MAXIMUM TEMPERATURE OF 120'F IN ACCORDANCE WITH FBC-P2708.3 14. SMOKE DETECTORS: ALL DETECTORS SHALL 4) CLEANOUTS SHALL BE PROVIDED ®BASE OF STACK & ®4'-0' A.F.F. IN LAUNDRY ROOM. BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. 5) REFER TO H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWINGS FOR H.V.A.0 GENERAL NTHE OTES. (I.E. HARDWIRE WITH BATTERY BACKUP) ALL 6) THAT ALL AND DETECTORS SHALL BE LOCATED AND INSTALLED PLUMBIINGRANDOFIREHALL PROECTONEARE INSTALLEDOR N COMPLIANCE WITHTERIALS ALLLOCAL CODES PER APPLICABLE CODE AND PER AND AUTHORITIES. MANUFACTURER'S INSTRUCTIONS. LOCATIONS SHALL INCLUDE, BUT NOT LIMITED TO ALL SLEEPING AREAS, IMMEDIATE VICINITY OF BEDROOMS, EACH LEVEL INCLUDING BASEMENTS AND ATTICS. No. Revision Date By CONSTRUCTION DOCUMENTS 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 2" PVC WITH 150 AMP (3) 4*2/0 THHN PANEL ALUMINUM 0 0 e I 150 MP METER L 2/0 ALUMINU DI 3C. SERVICE CABLE #4 COPPER GROUND PER NFPA 70 sk ARTICLE 250: GROUNDING ar AND BONDING I Of CI U D E R U" ]RO' U N D ELEC. - P1 RISIER Sr Til Dr Sc Ds Prl Nc Fil Nc TF DESIGN, INC. lf6685 Arroyo Dr. � Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-clesign.com :ontractor must verify all dimensions on the job and report any iscrepancy to the designer before proceeding with the (ork.Drawings are NOT to be scaled. ,II drawings and specifications are instruments of service and Te copyright property of the designer and must be returned pon request. UAA DB DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Iadra Design Studios Inc. retains the copyright in all drawings, plans, aches, and all digital information. They may not be copied or used for y other projects or purposes or distributed without the written consent Quadra Design Studios Inc. ient 11met LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION 'A' LOT 44 Copyright & Copy; 0 2009 Quadra Design Studios Inc. eet ELECTRICAL PLANS & NOTES awn CHRIS BERGERON BCyecked TF ale 1 /4"=1'-0" Sheet No. to MAY 2013 eject 10025 2AA ' 10025ORTH21 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. NI 2 W58 8 2 3'-6" 4'-8" Li U FLANGE FLANGE 8080 PATIO DOOR 1 D1 ZWLLJ O > TILE } I w 5 GATHERING IN Cn ? .�+ F (� CARPET O = Q .. w 0 W o i 0 3 = z z Z L` I W W57 Q J Q(n (n ZWW EGRESS W 0 V) W ¢ z_ - - - - - - - - - - - - I� OJ W o U0 0wU a a z Q 0 = 2 0 Q O O J F- 0 � C7 O Z H CJ w to O z ?t O 2'-8" O 1 4" O B LABEL W FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 601" 10.00 NO 16 W21 1H4 SH BLOCK SINGLE HUNG 261" 508" 274" 508" 9.32 NO AN UNDER WASHER LAUNDRY W22 1H5SH BLOCK SINGLE HUNG 264' 63" 271" 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" 44j" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 1 281" 52 10.11 NO 3'-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 28J" 604" 11.67 NO �2, W28 2460 SH FRAME SINGLE HUNG 28" 72" " 28Jj 72" 14,00 NO - W51 24 SH BLOCK SINGLE HUNG 37" 505" 374" 505" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES � w W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 274" 474" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 361" 481" 12.00 NO A PANEL W57 3050 SH FRAME SINGLE HUNG 36" 60" 361" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 361" 724" 18.00 YES 2'-2" W91 48x50 SH BLOCK SINGLE HUNG 48" 505" 484" 505" 16.88 NO 1 5" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 121.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES INTERIOR DOOR 8' CLG. TYP, W95 4040 SH FRAME SINGLE HUNG 48" 48" 481" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 481" 601" 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 3 NI 2 W58 8 2 3'-6" 4'-8" Li U FLANGE FLANGE 8080 PATIO DOOR 1 D1 DINING > TILE } I 5 GATHERING w 3 1 3 CARPET O C S1 T 0 D1 o i 1 1 L` I W57 W57 J Lu W57 (n ZWW EGRESS Z N V) J ~Q - - - - - - - - - - - - I� OJ W O _J U N z Q Of 0 = 2 0 Y U 0 W J OO 0 0 � w _ = l-- U)W z E w to O z 0 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 4'-102„ 52" 1 A 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS I I 16 3'-0" 6'-8" 1 4" R4 1 TEMP GLASS 1/2 FRENCH p I LL �N r� I m II '� AN UNDER WASHER LAUNDRY & �---�---� 9 LITE, TRANSOM / ELEV 4IN 1 C 3'-0" 6'-8" 1 4" R4 _-- OPP. LUPPERS �_ F.A. - - - - - TEMP GLASS FULL FRENCH 22 9" 4'-2" ,_ 2„ 12 1 1 -� B BATH Q TILE I 1 1 1 I D u 15 LITE, TRANSOM / ELEV 0 _f 1D 3'-0" 8'-0" 1 4" R4 O TAUNDRY TEMP GLASS 1/2 FRENCH ' CD o -N a Ao 2 I- MIRROR PR VIDE 5 8" 1 0 12 LITE, TRANSOM / ELEV O 1E 3'-0" 8'-0" 1 4" R4 `0 3'-111.11 2„ 6 1. to 3'-6" 3'-5" TEMP GLASS FULL FRENCH 52„ GARAGE( 30" �2, O 18 LITE, TRANSOM / ELEV BI-FOLD O 2'-8" 6'-8" 1 8" - DN 17R INTERIOR DOOR 8' CLG. TYP. DOOR ® 2'-8" 8'-0" 1 8" BATH w/ RATED JAMB,Lo o INTERIOR DOOR 9' CLG. TYP. O 2'-6" 6'-8" 1 8" 0 GLS. ENCL. af INTERIOR DOOR 8' CLG. TYP. � w 2'-6" 8'-0" 1 8" Ln cL INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 8" 18'-6" 1 D1 72" INTERIOR DOOR 8' CLG. TYP. W - PORCH w 2'-4" 8'-0" 1 8" 6 1 D1 ------------- INTERIOR DOOR 9' CLG. TYP, 28" HIGH I TILED LEDGE O 2'-0" 6'-8" 1 8" C �1 4 A PANEL INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 5" EGRESS INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 8" METER LOC W55 INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 8" 1 ARCH TOP 2 INTERIOR DOOR 9' CLG. TYP. V-6" 6'-8" 1 5" 3 STONE VENEER INTERIOR DOOR 8' CLG. TYP. 4'-102„ 3,-32" 2'-112„ ® 1'-6" 8'-0" 1 5" 8'-6" INTERIOR DOOR 9' CLG. TYP. 1 3 ® V-10" 6'-8" 1 8" INTERIOR DOOR 8' CLG. TYP, O 3'-0" 8'-0" 1 4" R4 TEMP GLASS FRENCH 1 LT N `1 U a O J J Cr Wim} F - >_w Q U LC 0_0 C nf- O - OWLL } Z c Z)0�LL OZ) Lr W0v CD z a 5, f IN r - I cD W26 FLANGE f t d - I M 0 I 28'-0" 28'-0" TOTAL A/C AREA 3'-02„ 10'-0" 4'-62„ 8,-0" COVERED PORCH GARAGE 34 SF 403 SF 1 2102 SF AC 3 NI 2 W58 8 2 3'-6" 4'-8" �0 FLANGE FLANGE 8080 PATIO DOOR 1 D1 DINING TILE } I 5 GATHERING ROOM 3 1 3 CARPET O C S1 T 3 D1 o i 1 1 L` I W57 W57 W57 W57 d: N f FLUSH B EAKFAST EGRESS EGRESS EGRESS V) BAR - - - - - - - - - - - - I� - - - - �I 2 Ja- wZ ___ r--- ------ 1 - -� I � -----------� I � I I f DW I I CARPET 0 1 I I I 1 I UP 17R I I MASTER BEDROOM 6 KITCHEN I 1 in 4,_82„ 4'-102„ 52" TILE 1 I 1 4,_Q2>, 52., N U 0 I 1 I I 7 � �- � r- F _�E--B0HWT SNV) PPR'OVI DE 1 p I LL �N r� I m II '� AN UNDER WASHER LAUNDRY & �---�---� -L III 0 4IN DRYER f - LOW r7N I 10 ROVIDE PAN O UNDER HWT (-)0'-4" y� _-- OPP. LUPPERS �_ F.A. - - - - - HEApR AM `n 4'-10" 22 9" 4'-2" ,_ 2„ 12 1 1 -� B BATH Q TILE I 1 1 1 I D u _J 8<0 . 2 0 _f _ .J I_ _ _ -J O z Z Y a O TAUNDRY STORAGE 1 ' CD o -N a Ao 2 I- MIRROR PR VIDE 5 8" 1 0 I 7 0 O AREAS WITH TYP "X" FBC2007 " 3' 2 4,_7, `0 3'-111.11 2„ 6 1. to 3'-6" 3'-5" DRYWALL UNDER STAIRS 52„ GARAGE( 30" �2, O BI-FOLD � TILE FOYE IDE 45 TE FIREVRATED - DN 17R TILE DOOR m ' N BATH w/ RATED JAMB,Lo o ro TEMPERED OASIS O D1 SILL AND CLOSER I w - 0 GLS. ENCL. af 1D � w \ 21 GLASS ON 42" HIGH O Ln cL KNEEWALL „ \ X4,_52>, 2,_1„ -7 2 8" 18'-6" 1 D1 72" 4 W - PORCH w CARPET 4" BELOW 6 1 D1 ------------- FIN. FLR - 28" HIGH I TILED LEDGE ELECTRIC C �1 4 A PANEL d o SIN N010 CN Lj Cm I 21 "x42 x20'0 KER TU�� EGRESS EGRESS PROPOSED ELEC _ i6'0"<7'0" O.H. GARAGE DOOR 3/0x5/4 METER LOC W55 1(01 LINE OF CANTILEVERED TEMPERED FLOOR ABOVE 1 ARCH TOP 2 1 PRECAST STUCK -ON 3 STONE VENEER 4'-102„ 3,-32" 2'-112„ r '-3 5'- 4" 1 -7' 1 -11 16'-0" 1'- 7" 8'-6" 6'-3" 1 3 28'-0' 28'-0" 1 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%7-1/2" PTD. PINE LEDGER BD, COUNTER KITCHEN CABINET FINISHED n e N U J Q � 0 U 3m r F-- LLJ l­_�w� of C CO 0- Z rn Of O J O Oo� in Of ILLm z i Of O0Lo Q I� e N ()f a J W CJ Jza 3 J H H L,,_ r mar � = M Q _ 0¢} _J ILL OfILL z0Q �o 7 5: NN I 00 m FN 3'- 4" 1'-2" 2'-2" -KN (��IFKITCHENSCALE 2:1 LUSH 40" BREAKFAST BAR SECTION =1C I 0 O I f CV I 00 57 SECOND FLOOR PLAN J . Q � U 3> C n _ r- �10 J J v C J M M ' w �Q fit I 0 CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND O 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 ) CODES AND AUTHORITIES HAVING JURISDICTION RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) O SUBFLOOR AND FLOOR TRUSSES CEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEER COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPIN GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCS/. (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 RESISTANC RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 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 CORREC 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 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OU373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF#2 C 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 OV NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APP SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA.ON FLOORS BETWEEN CONDITIONED AND ROOF VENTILATI UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AN WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND O 21 TILE TO BE CEMENT TILE BACKER BOARD PER 6 R702.4.2 S G E ) T ER EXT. ROVED A LUMINUM FIRE P ROVIDE D HALF E 28'-0" TOTAL A/C AREA 1665 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2102 SF NI 6'-32„ 3 -g„ 10'-02>, 3'-6" 4'-8" a �I } I Qr 11 3 1 3 r 01 D1 3 D1 o i 1 1 L` I W57 W57 W57 W57 d: N f EGRESS EGRESS EGRESS EGRESS - - - - - - - - - - - - I� - - - - �I I � -----------� I � I I BEDROOM 3 I I CARPET 0 1 I I I 1 I I I MASTER BEDROOM CARPET I 1 in 4,_82„ 4'-102„ 52" I I 15'-10�' 3,_5„ 1 I 1 4,_Q2>, 52., I 0 I 1 I I o N _1N 1° PPR'OVI DE 1 p I LL �N r� I m II '� AN UNDER WASHER LAUNDRY & -L III 0 4IN DRYER OX _-- OPP. LUPPERS �_ F.A. - - - - - 66" - -� B BATH Q TILE I 1 1 1 I D u _J 8<0 . 2 0 _f _ .J I_ _ _ -J I ® z Z Y a O TAUNDRY �i iiz W. I Q ' CD o -N a Ao 2 I- .�C.11 AJITI C I I= 1 0 I 7 0 O AREAS WITH ,HATCH ��13�1 Ilo FBC2007 " 3' 2 4,_7, `0 3'-111.11 2„ 6 1. to 3'-6" 3'-5" I X III 14✓- ,1J1 52„ 30" �2, ---- BI-FOLD � - DN 17R �AHU� 0 14 I -O MASTER ' N BATH 1 ro TEMPERED OASIS O D1 0 GLS. ENCL. af \ 21 GLASS ON 42" HIGH O W55 KNEEWALL BEDR kx OM 2 72" in N CARPET 6 1 D1 ------------- I 0 28" HIGH I TILED LEDGE C �1 4 d o SIN N010 CN Lj Cm I 21 "x42 x20'0 KER TU�� EGRESS EGRESS 3/0x5/4 3/0x5/4 W55 1(01 TEMPERED 1 ARCH TOP ARCH TOP GLASS ABOVE 1 TUB 3 4'-62„ 4,_02„ 4,_92„ 3,-6, 4'-102„ 3,-32" 2'-112„ D1 8'-7" 13'-2' 6'-3" 28'-0" 1 3 SECOND FLOOR PLAN J . Q � U 3> C n _ r- �10 J J v C J M M ' w �Q fit I 0 CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND O 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 ) CODES AND AUTHORITIES HAVING JURISDICTION RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) O SUBFLOOR AND FLOOR TRUSSES CEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEER COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPIN GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCS/. (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 RESISTANC RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN 3'-0" OCONCRETE BLOCK CONSTRUCTION - 2 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 CORREC 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 INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OU373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF#2 C 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 OV NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APP SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA.ON FLOORS BETWEEN CONDITIONED AND ROOF VENTILATI UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AN WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O ALL WALLS IN TUB AND SHOWER SURROUND O 21 TILE TO BE CEMENT TILE BACKER BOARD PER 6 R702.4.2 S G E ) T ER EXT. ROVED A LUMINUM FIRE P ROVIDE D HALF E R 11 7 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 = S-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 O7 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 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 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. (WA 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"00" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. 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 CEMENTI RODS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTIVOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALG'ULATIONS' ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NA TONAL STANDARDS INSTITUTE INC. (ANSI Z765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21B 651 SF 1014 SF TOTAL A/C AREA 1665 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2102 SF QUAL) AS AREAS WITH FBC2007 R 11 7 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 = S-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 O7 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 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 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. (WA 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"00" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. 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 CEMENTI RODS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENTIVOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALG'ULATIONS' ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NA TONAL STANDARDS INSTITUTE INC. (ANSI Z765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21B 651 SF 1014 SF TOTAL A/C AREA 1665 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2102 SF No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. r k 6685 Arroyo Dr. rrA,,A Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.Qom 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 propbrty of the designer and must be returned upon request. 1`11JM DEstoN STUDt05 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 LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 43 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Drawn CHRIS BERGERON Checked By By TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project 10025 3 � 1 B N o. Noe 10025_ORTH21 6:12 6:12 DECORATIVE ARCHED WINDOW $ ��' 8:12 20 HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) (9 \ � 2 8:12 g. 72 � I r. 1"x6" RAISED FRIEZE TRIM 1"x6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) I W/ SMOOTH CEMENTITIOUS I I' FINISH (TYP) 2-20"x60" PREFORMED o STUCCO LOUVERED S o I OVERCEMENTITIOUS FINISH I 7/8" CEMENTITIOUS FINISH (SEE DETAIL) r� SHEATHING I OVER SHEATHING I 1"x6" RAISED SILL W/ EGRESS EGRESS PROVIDE CONTROL JOINT I:. SMOOTH CEMENTITIOUS I TOP OF BLOCK WALL L .. FINISH (TYP) . I 12"x12"x1" SQUARE RAISED DETAIL W/ SMOOTH ❑ ❑ I CEMENTITIOUS FINISH (TYP.) 8:12 1"x6" RAISED TRIM W/ SMOOTH CEMENTITIOUS FINISH 1%6" RAISED TRIM W/ 77-1 SMOOTH CEMENTITIOUS FINISH 6" WIDE SCORED WINDOW I let SMOOTH FINISHED WINDOW AND 1/2" CEMENTITIOUS FINISH OVER SURROUND W/ SMOOTH I I. DOOR SURROUND DETAIL WITH BLOCK WALL CEMENTITIOUS FINISH II' FLAT HEADER (SEE DETAIL) (GROUND FLOOR TYP.) US FINISH OVER ELECTRIC I I ■■ �� OFF -71 El1 /2" CEMENTITIOUS BLOCK WALL L� (GROUND FLOOR TYP.) METER NICHE 6" WIDE SCORED DOOR II 5"x3" PREFORMED STUCCO 5"x3" PREFORMED STUCCO SURROUND W/ SMOOTH II.,: Q WATER TABLE (SEE DETAIL) WATER TABLE (SEE DETAIL) CEMENTITIOUS (TYP) PRECAST STUCK -ON , LI STONE VENEER PRECAST STUCK -ON STONE VENEER FRONT ELEVATION 'BWALKWAY ELEV. 'B' TOTAL GLASS AREA ON FRONT ELEVATION = 70.57 SQ. FT. ELECTRIC METER NICHE ON GARAGE WALL VARIES �;�" 7" �3�"�4� SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER I 0 I � .51 IN I M 10" 1 _4, 3/4" RECESS -1 SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1/2" 2 I /2" 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL Z _ rb �t 2'-4" A PORCH 'B' SECTION THROUGH ELECTRIC METER NICHE " NOM. STUCCO :STER FINISH CTRIC METER HE TICK CMV . CONDUIT TO THROUGH CMU JW CORE mac— RIDGE LINE FOR ELEV. 'B' ASPHALT SHINGLES 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) I Co LFIN. GROUND FLOOR ' FIN. GRADE REAR ELEVATION B 00 TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. 40" HIGH KNEEWALL F -1 W/ PAINTED WOOD I CAP I I I I I I I I VI \ TYPE "X" SLOPED_ L RYWALL �� \� 6'-8" MIN. CEILING 1 NDER STAIRS HEADROOM F-1 El= i \ 40" HIGH SLOPED 6 KNEE WALL W/ PTD. J I L \ PINE CAP o I 7 cj LSLOPED L 7 x_ I I ' x 2' CEILING L DOOR `� I I DOOR FOYER /STAIRWELL /SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS 0 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 IG . N TEL: 1,04 1) 288-6274 building design services EMAIL infoCW-desigfl.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. 4 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 - � I+ Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 43 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION BY CHRIS BERGERON Checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 3.2B No. 10025_ORTH21 96"x96" PATIO DOOR LFIN. GROUND FLOOR ' FIN. GRADE REAR ELEVATION B 00 TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. 40" HIGH KNEEWALL F -1 W/ PAINTED WOOD I CAP I I I I I I I I VI \ TYPE "X" SLOPED_ L RYWALL �� \� 6'-8" MIN. CEILING 1 NDER STAIRS HEADROOM F-1 El= i \ 40" HIGH SLOPED 6 KNEE WALL W/ PTD. J I L \ PINE CAP o I 7 cj LSLOPED L 7 x_ I I ' x 2' CEILING L DOOR `� I I DOOR FOYER /STAIRWELL /SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS 0 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 IG . N TEL: 1,04 1) 288-6274 building design services EMAIL infoCW-desigfl.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. 4 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 - � I+ Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 43 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION BY CHRIS BERGERON Checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 3.2B No. 10025_ORTH21 TOP OF WINDOW 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH CEMENTITIOUS FINISH 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL o 0 O 0 LFIN. GROUND FLOOR ' FIN. GRADE REAR ELEVATION B 00 TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT. 40" HIGH KNEEWALL F -1 W/ PAINTED WOOD I CAP I I I I I I I I VI \ TYPE "X" SLOPED_ L RYWALL �� \� 6'-8" MIN. CEILING 1 NDER STAIRS HEADROOM F-1 El= i \ 40" HIGH SLOPED 6 KNEE WALL W/ PTD. J I L \ PINE CAP o I 7 cj LSLOPED L 7 x_ I I ' x 2' CEILING L DOOR `� I I DOOR FOYER /STAIRWELL /SLOPED CEILING IN PWD. & SLOPED KNEEWALL GUARD ON STAIR STAIR DIMENSIONS SECOND FLOOR TO THIRD FLOOR 17 RISERS 0 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 IG . N TEL: 1,04 1) 288-6274 building design services EMAIL infoCW-desigfl.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. 4 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 - � I+ Project LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'B' LOT 43 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION BY CHRIS BERGERON Checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 3.2B No. 10025_ORTH21 1"x6" RAISED TRIM 1 SMOOTH CEMENTITIO1 BUILDING SECTION. SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: k04 1) 288-6274 building design services EMAIL: info@-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. u�� DESIGN STUD" INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51V 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 ORTH21 ELEVATION 'B' LOT 43 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet BUILDING SECTION Title DraBy CHRIS BERGERON Bhecked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project No. 10025 3.3B No 10025_ORTH21 A/C CONDENSER DISCONNECTS SAC CEILING MOUNTED LIGHT 1' yy�\ ELEC. METER HWT ELECTRIC / PANEL 0 C � 1 OUTLET FOR GARAGE DOOR OPENER GROUND FLOOR ELECTRICAL PLAN C/L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH �1 A/C NDENHU7 DISCO ECTS ■SA\�v I TEL / <\ / / 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) FOR FUTURE CEILING FAN $d DIMMER SWITCH (50" RICH TO CA) 110v OUTLET (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) '��� OVER COUNTERS �QG PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) LTJ (CEILING MOUNTED) 110V OUTLET WATERPROOF �Q WATER PROOF (EXTERIOR WALL -MOUNTED) (SHOWER RECESSED LIGHT) �\ 110V OUTLET Q VAPOR PROOF GROUND FAULT CIRCUIT (BATHRM. CEILING MOUNTED) INTERRUPTER SINGLEIIOV OUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHW SHER ORDI POSER OR (CEILING MOUNTED) MICROWAVE C NOB HEAVY DUTY OUTLET FLUORESCENT LIGHT NO BOX O BLOCK WALL (CEILING MOUNTED) (10" HIGH TO CA) ,L LIGHT FIXTURE TEL TELEPHONE JACK {T}- (WALL MOUNTED) - (12" HIGH) EXHAUST FAN. REFER TO CABLE T.V. JACK CONSTRUCTION NOTE xe. M (12" HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE xe T THERMOSTAT JAR LAMP PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) a ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) OS SPEAKER WIRE n 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 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 -TIRES. 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 NTH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING LEGEND I - / I TRANSFER VENT C _ :r 3" PLUMBING (TOILET) I,-/ J C = =6Qv 2" PLUMBING DRAIN r — -71 (BATH, SHOWER, SINK) 14P/ I CEILING RETURN AIR VENT IC SUPPLY OUTLET _ J DMAIN UCT SUPPLY AIR FLEX = —' RETURN AIR VENT ON WALL ,Cy DMAIN UCT RETURN AIR FLEX I I REDUCTION BOX �y L_ _J -� FLEX SUPPLY DUCT /TRIANGLE / END BOX / L/ I % REDUCER .{{ EXHAUST FOR GAS FUELED AIR V _ EXHAUST FOR DRYER OR STOVE C i -- HANDLER OR HWT -- HOOD AS NOTED 1y1ECHANICAL &PLUMBING NDTES 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 120'F (49'C) IN ACCORDANCE WITH FBC-P2708.3 4) CLEANOUTS SHALL BE PROVIDED ® BASE OF STACK & ® 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER TO H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWNGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL D — 11C. 2/0 ALUMINUM 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 77 z . METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERU'ROUND IELEC, No.1 Revision I 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-&sign.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. P1 L_JBA Q ESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 4154 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 'B' LOT 43 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS 81 NOTES Brawn CHRIS BERGERON Bhecked TF Scale 1/4n_11_011 Sheet No. Date MAY 2013 Project 10025 3AB No. N'le o 10025_ORTH21 4c\ TELA ---�--------�— I DW I SINK I DISPOSER �I ( -1 F I rs I I I PAN. _ _ _ _ c _ L�j _ MICROWAVE CIRCUIT C � 1 OUTLET FOR GARAGE DOOR OPENER GROUND FLOOR ELECTRICAL PLAN C/L 3" MAX. BETWEEN TRIM AND SWITCH TYPICAL LIGHT SWITCH �1 A/C NDENHU7 DISCO ECTS ■SA\�v I TEL / <\ / / 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) FOR FUTURE CEILING FAN $d DIMMER SWITCH (50" RICH TO CA) 110v OUTLET (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) '��� OVER COUNTERS �QG PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) LTJ (CEILING MOUNTED) 110V OUTLET WATERPROOF �Q WATER PROOF (EXTERIOR WALL -MOUNTED) (SHOWER RECESSED LIGHT) �\ 110V OUTLET Q VAPOR PROOF GROUND FAULT CIRCUIT (BATHRM. CEILING MOUNTED) INTERRUPTER SINGLEIIOV OUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHW SHER ORDI POSER OR (CEILING MOUNTED) MICROWAVE C NOB HEAVY DUTY OUTLET FLUORESCENT LIGHT NO BOX O BLOCK WALL (CEILING MOUNTED) (10" HIGH TO CA) ,L LIGHT FIXTURE TEL TELEPHONE JACK {T}- (WALL MOUNTED) - (12" HIGH) EXHAUST FAN. REFER TO CABLE T.V. JACK CONSTRUCTION NOTE xe. M (12" HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE xe T THERMOSTAT JAR LAMP PUSH BUTTON SWITCH (EXTERIOR WALL MOUNTED) a ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) OS SPEAKER WIRE n 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 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 -TIRES. 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 NTH THE EDITION OF THE N.E.C. AS ADOPTED BY THE FLORIDA BUILDING CODE. H.V.A.0 & PLUMBING LEGEND I - / I TRANSFER VENT C _ :r 3" PLUMBING (TOILET) I,-/ J C = =6Qv 2" PLUMBING DRAIN r — -71 (BATH, SHOWER, SINK) 14P/ I CEILING RETURN AIR VENT IC SUPPLY OUTLET _ J DMAIN UCT SUPPLY AIR FLEX = —' RETURN AIR VENT ON WALL ,Cy DMAIN UCT RETURN AIR FLEX I I REDUCTION BOX �y L_ _J -� FLEX SUPPLY DUCT /TRIANGLE / END BOX / L/ I % REDUCER .{{ EXHAUST FOR GAS FUELED AIR V _ EXHAUST FOR DRYER OR STOVE C i -- HANDLER OR HWT -- HOOD AS NOTED 1y1ECHANICAL &PLUMBING NDTES 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 120'F (49'C) IN ACCORDANCE WITH FBC-P2708.3 4) CLEANOUTS SHALL BE PROVIDED ® BASE OF STACK & ® 4'-0" A.F.F. IN LAUNDRY ROOM. 5) REFER TO H.V.A.C. DESIGNS & STRUCTURAL ENGINEER'S DRAWNGS FOR H.V.A.0 GENERAL NOTES. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL D — 11C. 2/0 ALUMINUM 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 77 z . METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERU'ROUND IELEC, No.1 Revision I 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-&sign.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. P1 L_JBA Q ESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M51VI 4154 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 'B' LOT 43 Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title ELECTRICAL PLANS 81 NOTES Brawn CHRIS BERGERON Bhecked TF Scale 1/4n_11_011 Sheet No. Date MAY 2013 Project 10025 3AB No. N'le o 10025_ORTH21 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES EASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 1970SH WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. F 2'-5" 8'-0" 4'-64" 10'-0" 3,_011 C J Co 3 1 D1 4,3 w U w 1 1 W57 W57 W57 W57 O RANGE HOOD VENT (FBC-M1503) EGRESS EGRESS EGRESS EGRESS 15 RANGE HOOD VENTED TO EXTERIOR AND Z > EQUIPPED WITH BACK DRAFT DAMPER. H w E. Cf) Cn APPLINCE SHALL COMPLY WITH UL923 J (!l j O MASTER BEDROOM W Z C 6. u CCk� 0 M J I 1 0 Z w w Ld Z _Z Z LiQ W ?- J U Z OU Qf WO� Q Q WO 0- a Q Z_ 17 � w Y TILE Q U N z BLOCK CONSTRUCTION - = 0 Ln Q 0 0 J a W w r 0- F- z z z 0 O 0 z W w L� V) OZ F- O 0 0 of 0 B LABEL g FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO v "o� W21 1H4 SH BLOCK SINGLE HUNG 264" 508" 271" 501" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 264' 63" 274" 634" 11.59 NO R4 W23 1H6 SH BLOCK SINGLE HUNG 26J" 72" 271" 72" 13.25 NO KNEEWAL 0 72" W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 441" 8.56 NO < W26 2444 SH FRAME SINGLE HUNG 28" 52" 284" 524" 10.11 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 281" 60j" 11.67 NO 1 W28 2460 SH FRAME SINGLE HUNG 28" 72" 281"1724" 8'-0" 14.00 NO TUB W51 24 SH BLOCK SINGLE HUNG 37" 501" 374" 501" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 374" 63" 16.19 YES ® W53 26 SH BLOCK SINGLE HUNG 37" 72" 374" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLEHUNG 27" 47" 274" 474" 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" 604" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 724" 18.00 YES V-6" W91 48x50 5H BLOCK SINGLE HUNG 48" 501" 484" 508"116.88 1'-6" NO 1" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 484" 63" 21.00 YES W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 484" 72" 24.00 YES TEMP GLASS FRENCH 1 LT W95 4040 SH FRAME SINGLE HUNG 48" 48" 48J" 48" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 604" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) STONE VENEER 1'-7" 16'-0" IV -111" 1'-7" 5'-4" 19'-6" 8'-6" 1 4.3 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 SPECIFICATIONS AND TO ADHERE TO THE 2010 F 2'-5" 8'-0" 4'-64" 10'-0" 3,_011 C J Co 3 1 D1 4,3 w U w 1 1 W57 W57 W57 W57 O RANGE HOOD VENT (FBC-M1503) EGRESS EGRESS EGRESS EGRESS 15 RANGE HOOD VENTED TO EXTERIOR AND O O > EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Z) k r- 1.1 BEDROOM 3 1 APPLINCE SHALL COMPLY WITH UL923 1 10 CARPET D1 I I I Li SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED DA MASTER BEDROOM UJ 1<162 I I CARPET W58 W58 2 MANUFACTURER. (SEE STRUCTURAL ENGINEERS 0 _1, 5 NAILING SCHEDULE) PROVIDE DRAFT STOPPING I 1 cn BARRIER PER ASTM C 1063 &APPROVED 8080 PATIO DOOR FLANGE FLANGE 0 I/ 1 D1 wZ M 21 FLOORING L O 0 w O DINING I- J 17 2 w Y TILE Q U N z BLOCK CONSTRUCTION - = 0 18'-72" O3 -, -I 66" _JZ) Ld J SPECIFICATIONS OVER 1/2' THICK PRIMED 3 C1 0 'S = PER UL ASSEMBLY U905. FBC TABLE 720.1(2) Z L� V) OZ 0 2'-8" 6'-8" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS 1 A 2'-8" 8'-0" 1 4" R4 B LABEL YES FOR 1 HR RATED WALLS BAR ___ - - - - - _ - -1 v "o� Z J O J I- 51„ 1 7 3,_ TEMP GLASS 1/2 FRENCH C 1B O 3'-0" 6'-8" 1 4 R4 [ DN 17R 9 LITE, TRANSOM / ELEV 1 BATH N 1C 3'-0" 6'-8" 1 4" R4 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. TEMP GLASS FULL FRENCH ;� GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. L GLASS ON - O42" HIGH 21 7 0 PRE-ENGINEERED ROOF TRUSSES BY TRUSS L KNEEWAL 0 72" 15 LITE, TRANSOM / ELEV KITCHEN 1D O � 3 -0 8'-0 1 4' R4 TILE CARPETI TEMP GLASS 1/2 FRENCH 12 LITE, TRANSOM / ELEV < 1 E O 3'-0" 8'-0" 1 4 R4 TEMP GLASS FULL FRENCH F ---� I -F-� S I I I --- - { --- PAN. -:Il Lr) 7 B SOAKER I Fn o� E2 18 LITE, TRANSOM / ELEV S O 2'-8" 6'-8" 1 4.2 TEMPERED 1/6x5/0 3/0x6/4 INTERIOR DOOR 8' CLG. TYP. ® 2'-S" 8'-0" 1 q-2 TUB PROVIDE PA INTERIOR DOOR 9' CLG. TYP, �MUNDER O 2'-6" 6'-8" 1 -124'-2" HWT 9'� INTERIOR DOOR 8' CLG. TYP. I HEAD OM 4'-10" `n .� 2'-6" 8'-0" 1 O INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 PR VIDE g" MIRROR INTERIOR DOOR 8' CLG. TYP. ® 2'-4" 8'-0" 1 OG A R A G E INTERIOR DOOR 9' CLG. TYP. 50 2'-0" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. PROVIDEIRE (DOOR FOYER NUTE TILE 2'-0" 8'-0" 1 RATED INTERIOR DOOR 9' CLG. TYP. 0 © 2'-2" 6'-8" 1 LL SILL AND CLOSER INTERIOR DOOR 8' CLG. TYP. © 2'-2" 8'-0" 1 1 D1 18'-6" 8" 2'-1" 1 INTERIOR DOOR 9' CLG. TYP. O7 V-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. ® 1'-6" 8'-0" 1" INTERIOR DOOR 9' CLG. TYP. ELECTRIC t` ® V-10" 6'-8" 1 PANEL A INTERIOR DOOR 8' CLG. TYP. ro)V 3'-0" 8'-0" 1 4" R4 DOOR PROPOSED ELEC TEMP GLASS FRENCH 1 LT N � J O �m LdH W QU C1_O OU 00 O CI_ Z :D Irf ofo 0,M: 28'-0" J Q 28'-0" TOTAL AIC AREA J Q U COVERED PORCH GARAGE U CONSTRUCTION TO ADHERE TO THESE PLANS AND 4'-8" 3'-6" 10'-02„ 3'_6, 1,0 M SPECIFICATIONS AND TO ADHERE TO THE 2010 F 2'-5" 8'-0" 4'-64" 10'-0" 3,_011 C J Co 3 1 D1 4,3 3 D1 w 1 1 W57 W57 W57 W57 O RANGE HOOD VENT (FBC-M1503) EGRESS EGRESS EGRESS EGRESS 15 RANGE HOOD VENTED TO EXTERIOR AND O O EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM Z) k r- 1.1 BEDROOM 3 1 APPLINCE SHALL COMPLY WITH UL923 1 10 CARPET D1 I I I m4.3 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED DA MASTER BEDROOM UJ 1<162 I I CARPET W58 W58 2 MANUFACTURER. (SEE STRUCTURAL ENGINEERS I I I I 6I I 5>51„ 4'4'-10�„ 4_ _1, 5 NAILING SCHEDULE) PROVIDE DRAFT STOPPING I 1 cn BARRIER PER ASTM C 1063 &APPROVED 8080 PATIO DOOR FLANGE FLANGE HOUSE WRAP, 7/16" OSB EXTERIOR I/ 1 D1 r1 PROVNE PAN UN 21 FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ---CI - - - - - DINING I - 17 INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE LAUNDRY DR TILE SIN I - - - 51" BLOCK CONSTRUCTION - 8'-5 18'-72" O3 -, -I 66" I� -11 1 -- 18 O ---- =F=A= HER F-Ar---� a II OPT. U�PRS ZI,W.I.0 SPECIFICATIONS OVER 1/2' THICK PRIMED 3 GATHERIN ROOM I BATH TILE PER UL ASSEMBLY U905. FBC TABLE 720.1(2) S1 T C 0 CARPET STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO LAUNDR- M 11 I X I VERIFY THAT DELIVERED BLOCK HAS CORRECT c r� tp T STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD FLUSH B EAKFAST IN t 7 D 4 14 ' °- REFLECTIVE INSULATION (R-4.1), 1/2" n 2 HOUR SHAFT LINER SYSTEM PARTY WALL _ - - BAR ___ - - - - - _ - -1 v "o� Z J O J I- 51„ 1 7 3,_ 5 C J oIL---- 0„ �I I DW I AND INSTALLED PER MANUFACTURERS SPEC. z [ DN 17R 1 1 BATH N �-- ao 5 D1 OASIS TEMPERED - 00 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. UP 17R ;� GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. L GLASS ON - O42" HIGH 21 7 0 PRE-ENGINEERED ROOF TRUSSES BY TRUSS L KNEEWAL 0 72" W55 O KITCHEN 6 OM 21 I TILE CARPETI f < HIGH I 1 I 15 U cvN �--- F ---� I -F-� S I I I --- - { --- PAN. -:Il Lr) 7 B SOAKER I Fn o� E2 E R S L - - -J L_ --J TWH 655 rn� 4.2 TEMPERED 1/6x5/0 3/0x6/4 1/6x5/0 1 GLASS ABOVE A CHTOP 1 q-2 TUB PROVIDE PA O �MUNDER 2'- 11 4 3 -31"3'-10" 2'-9" (-)0'-4" 4„12 -124'-2" HWT 9'� I HEAD OM 4'-10" `n .� a28t-0" O STORAGE PR VIDE g" MIRROR TYPE "X" I . OG A R A G E DRYWALL 1 UN ER STAIRS I ' O� Unz PROVIDEIRE (DOOR FOYER NUTE TILE Cc RATED 0 w/ RATED JAMB, TILE LL SILL AND CLOSER C w 1D I 1 D1 18'-6" 8" 2'-1" 1 4" PORCH 0- - 4" BELOW `� w - FIN. FLR V a - ELECTRIC t` PANEL A 4.2 2 16'0"x7'0" O.H. GARAGE DOOR PROPOSED ELEC METER LOC LINE OF CANTILEVERED J FLOOR ABOVE 2 2 PRECAST STUCK -ON - STONE VENEER 1'-7" 16'-0" IV -111" 1'-7" 5'-4" 19'-6" 8'-6" 1 4.3 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 BDS. 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 PAN JUJ aQ J J 0 CD 0- - Ld - -w .0� C z b -0 U J J0 - F- } _ )� m Qf UJ IO N 5= Q b -IN n I CD W26 "LANGE 3'-4" 1'-2" 2'-2" -IN KITCHEN SCALE 2:1 S1 FLUSH 40" BREAKFAST BAR SECTION _N1 b I CV f C 28'-0" TOTAL AIC AREA J Q U COVERED PORCH GARAGE c CONSTRUCTION TO ADHERE TO THESE PLANS AND 4'-8" 3'-6" 10'-02„ 3'_6, 1,0 M SPECIFICATIONS AND TO ADHERE TO THE 2010 F J FBCR CODE AND AMENDMENTS, STRUCTURAL C J Co 3 1 D1 4,3 3 D1 w 1 1 W57 W57 W57 W57 RANGE HOOD VENT (FBC-M1503) EGRESS EGRESS EGRESS EGRESS 15 RANGE HOOD VENTED TO EXTERIOR AND ----.------------7 I\ /I EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING k r- 1.1 BEDROOM 3 APPLINCE SHALL COMPLY WITH UL923 1 10 CARPET D1 I I I 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED ) MASTER BEDROOM > I I CARPET MANUFACTURER. (SEE STRUCTURAL ENGINEERS I I I I 6I I 5>51„ 4'4'-10�„ 4_ _1, 5 NAILING SCHEDULE) PROVIDE DRAFT STOPPING I 1 I BARRIER PER ASTM C 1063 &APPROVED WITH TPI/WTCA BCS/. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR I/ UNDERLAY UNDER RESILIENT AND WOOD r1 PROVNE PAN UN 21 FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ---CI - - - - - WASHER•/ I - 17 INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE LAUNDRY DR & R BOX SIN I - - - IS LESS THAN S-0" BLOCK CONSTRUCTION - 2 HOUR MASONRY PARTY WALL O3 -, -I 66" I� -11 1 -- 18 O ---- =F=A= HER F-Ar---� a II OPT. U�PRS ZI,W.I.0 SPECIFICATIONS OVER 1/2' THICK PRIMED 3 Z II AT c® I I HA_ H D I BATH TILE PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER a 11 L J f II �13 Jx0 4 CL w STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO LAUNDR- M 11 I X VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED TI LE OIL ----I z z O Y E STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD IN t 7 D 4 14 ' °- REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE z II HIS U II W. I v "o� 7 51„ Z . . ® 3 = li 4'-61„ 3'_5„ 2,_ 3,- 3'-114" '-7" 3,_ 5 J oIL---- 0„ AND INSTALLED PER MANUFACTURERS SPEC. MASTER �~ 14 Q 1 BI -FOLD �AHU� DN 17R 1 1 BATH N �-- 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR D1 OASIS TEMPERED - 00 MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. XTILE GLS. ENCL. ;� GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. L GLASS ON - O42" HIGH 21 7 0 PRE-ENGINEERED ROOF TRUSSES BY TRUSS KNEEWAL 0 72" W55 O BEDR OM 21 4 � [:�:)28" L CARPETI HIGH I 1 I 6 D1 TILED LEDGE I JD 0r -- 1- of 21 `$0"x42' x2 I N�I VAULTEt� I I EILING SOAKER I Fn E R S 655 TEMPERED 1/6x5/0 3/0x6/4 1/6x5/0 1 GLASS ABOVE A CHTOP 1 3 TUB v 2'- 11 4 3 -31"3'-10" 2'-9" 2'-9" 3'-10" 4 -02 4' -6 6'-3" 13'-2" a28t-0" SECOND FLOOR PLAN Le I' O I in 0 I �r N I 00 CONSTRUCTION NOTES (Unless Otherwise Noted) UNIT 21A 651 SF 1025 SF TOTAL AIC AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL COVERED PORCH GARAGE 34 SF 403 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND 2113 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 RANGE HOOD VENT (FBC-M1503) CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED OCEMENTITIOUS FINISH 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 BCS/. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" BLOCK CONSTRUCTION - 2 HOUR MASONRY PARTY WALL 2OCONCRETE CEMENTITIOUS FINISH FINISHED TEXTURE COATING PER BUILDERS 18 O GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM, PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OU373 BEARING PARTITIONS 2x4 SPF#2 ®16" O.C. AND INSTALLED PER MANUFACTURERS 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 OEXPOSED FLOOR TO EXTERIOR PROVIDE MIN. R-11 BATT INSULATION IN FLOORS BETWEEN CONDITIONED AND UNCONDITIONED SPACES APPROVED HOUSE WRAP, FINISHED SOFFIT OATTIC OVER LIVING SPACE PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 6 INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 1.) STRINGERS SHALL BE 202 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 = V-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 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 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. FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROTECTED) OVER SUBFASCIA. ROOF VENTILATION VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION OALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 WALL & CEILING BETWEEN GARAGE AND LIVING O SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF GARAGE WITH LIVING SPACE ABOVE & 1/2" DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME TIGHT. sEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED, DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING, PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807) ATTIC ACCESS HATCH 22"00" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. WINDOW GENERAL NOTES: 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 CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEA THING. (EXCLUDES 7/8" CEMENT/ TIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVA TION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC (ANSI 2765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 21A 651 SF 1025 SF TOTAL AIC AREA 1676 SF COVERED PORCH GARAGE 34 SF 403 SF TOTAL AREA 2113 SF No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 C r TEL: (321) 288-6274 building d sig l se vlc N EMAIL: info@t-f-design.com LT "I 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. 1�1L1A DESIGN 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 LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'A' LOT 42 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet FIRST FLOOR PLAN & NOTES Title By CHRIS BERGERON Checked TF Scale 1/4"=1'-0" Sheet No. Date MAY 2013 Project 10025 4' ,1 A No. Noe 10025_ORTH21 I U 0 I RIDGE LINE FOR ELEV. 'B' ASPHALT SHINGLES r 8:12 r r r r r r r r r r r r r 12 r r r / I yr ur miNuvw 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH CEMENTITIOUS FINISH O 1/2" CEMENTITIOUS FINISH OVER BLOCK WALL 00 0 u, X 0 r-> A/C FIN. GROUND FLOOR 00 FIN. GRADE REAR ELEVATION 'A' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT "aex"ae OITA9 AOOO REAR ELEVATION 'A' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 160.00 SQ. FT 1 4" n I r o t` I r �v 10 �. 1 4„ 3/4" RECESS SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1/2- 2 1�/2" 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) Z co �r WALKWAY ELEV. 'A' ELECTRIC METER NICHE ON GARAGE WALL 2'-4" A PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 6:12 40" HIGH KNEEWALL I W/ PAINTED WOOD I I I I I CAP j1EQ.[7EQ. fi - -_ 4#' 0 w 0 0 r - i DRY ' J —SLOPED HEADROOM ,� UNDER ST2 CEILING VARIES = ❑ ❑ J " 3 4 SCALE 2:1 a -3; rJ, r- JSLOPED 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 1 4" n I r o t` I r �v 10 �. 1 4„ 3/4" RECESS SCALE 2:1 16"x48" PREFORMED STUCCO LOUVERED SHUTTERS 1/2- 2 1�/2" 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 6" WIDE SCORED DOOR SURROUND W/ SMOOTH CEMENTITIOUS (TYP) Z co �r WALKWAY ELEV. 'A' ELECTRIC METER NICHE ON GARAGE WALL 2'-4" A PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 6:12 6:12 ERON T ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 75.32 SQ. FT. 40" HIGH KNEEWALL I W/ PAINTED WOOD I I I I I CAP II � tD 0 0 0 r - i DRY ' J —SLOPED HEADROOM ,� UNDER ST2 CEILING 40 HIGH SLOPED KNEE WALL W/ PTD. 6 r � / I PINE CAP r I I = ❑ ❑ J -J I: i a -3; rJ, r- JSLOPED 7 _J / /1 o I ,i I � Z o °° 7 J CEILING ' x I 0 ' x " r JZ DOOR I DOOR 7/8" CEMENTITIOUS FINISH I OVER SHEATHING PROVIDE CONTROL JOINT I 1I TOP OF BLOCK WALL EGRESS , II I1 1❑ D 0�� 1 "x6" RAISED TRIM W/ 8:12 SMOOTH CEMENTITIOUS FINISH SMOOTH FINISHED WINDOW AND 151 DOOR SURROUND DETAIL WITH- ITH FLAT FLAT HEADER (SEE DETAIL) 1/2" CEMENTITIOUS OVE ED �� �� 7 F-1 ll• I� BFINISH LOCK WALL `" ' IE711 (GROUND FLOOR TYP.) 5"x3" PREFORMED STUCCOUE2LEE] 1: 1= - WATER TABLE (SEE DETAIL) PRECAST STUCK -ON IE��10EE1 f, II, STONE VENEER I I� ERON T ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 75.32 SQ. FT. 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 @ 10" EACH TOTAL FLR. TO FLR, HEIGHT= 10'-8 374—"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 tee0 LOUVERED 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. I 6685 Arroyo Dr, Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: int@t+des*.com �t o Contractor must verify all dimensions on the job and report any o' 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 114C. 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 'A' LOT 42 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION DraBywn CHRIS BERGERON Byecked TF Scale 1/4"=1 '-0" Sheet No. Date MAY 2013 Project No. 10025 4.2A No 10025 ORTH21 40" HIGH KNEEWALL I W/ PAINTED WOOD I I I I I CAP I I r 6'-8" MIN._,- i DRY ' J —SLOPED HEADROOM ,� UNDER ST2 CEILING 40 HIGH SLOPED KNEE WALL W/ PTD. 6 r � / I PINE CAP r I I = ❑ ❑ J -J I: i a -3; rJ, r- JSLOPED 7 _J / /1 o I ,i I � Z o °° 7 J CEILING ' x I 0 ' x " r JZ 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 @ 10" EACH TOTAL FLR. TO FLR, HEIGHT= 10'-8 374—"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 tee0 LOUVERED 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. I 6685 Arroyo Dr, Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: int@t+des*.com �t o Contractor must verify all dimensions on the job and report any o' 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 114C. 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 'A' LOT 42 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION DraBywn CHRIS BERGERON Byecked TF Scale 1/4"=1 '-0" Sheet No. Date MAY 2013 Project No. 10025 4.2A No 10025 ORTH21 BUILDING SECTION. SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES <6" RAISED TRIM W/ CEMENTITIOUS FINISH No.1 Revision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. Tif6685 Arroyo Dr. Melbourne FL, 32940 G TEL: (321) 288-6274 bDCC building desigI Se vitN EMIL; info@t-f-des*.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. �FA DESIGN STIiDtos 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 LOCH LAKE PH 3 Name SANFORD, FL ORTH21 ELEVATION 'A' LOT 42 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title BUILDING SECTION By Drawn CHRIS BERGERON Checked ByTF Scale1/4"-1'-0" Sheet No. Date MAY 2013 Project No. 10025 4-3A No 10025 ORTH21 2" PVC OFFSE WITH (3) #2/0 THHN ALUMINUM 150 AMP PANEL 150 MP 2/0 ALUMINU 7 DI C. SERVICE CABLE N 2" PVC WITH (3) #2/0 THHN ALUMINUM METER #4 COPPER 4 GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING U D E` R GROUND ELECI RISER- /TEL �DW� f' PL—SINK DISPOSER r 7 F F S I fir— --- -}-----.i_. PAN. L L MICROWAVE ,0 CIRCUIT OUTLET FOR GARAGE DOOR OPENER 0 A/C CONDENSER DISCONNECTS CA \ELECTRIC PANEL 'rOA ELEC. METER CEILING MOUNTED LIGHT GROUND FLOOR ELECTRICAL PLAN - C /L 3" MAX. BETWEEN TRIM AND SWITCH 0e TYPICAL LIGHT SWITCH SECOND FLOOR ELECTRICAL PLAN- ELECTRICAL LEGE ND 2 WAY SWITCH (50" HIGH TO CA) /�$3 3 WAY SWITCH \ % (50" NIGH TO CA) STD. LIGHT FIXTURE 4 4 WAY SWITCH BRACE &PRE -WIRED (SD" HIGH TO CA) FOR FUTURE CEILING FAN DIMMER SWITCH / \ (50" HIGH TO CA) $ 110V OUTLET (16' HIGH TO CA WALL -MOUNTED) O CAPPED ROUGH -IN CEILING MOUNTED LIGHT $ 11OV SPLIT OUTLET -SNATCHED (16' HIGH TO CA WALL -MOUNTED) LIGHT FIXTURE I1OV OUTLET (CEILING MOUNTED) p`l� OVER COUNTERS �QG PULL CHAIN LIGHT FIXTURE (42" HIGH WALL -MOUNTED) �Tr (CEILING MOUNTED) 11OV OUTLET �Q �QWATERPROOF WATER PROOF (EXTERIOR WALL -MOUNTED) (SHOWER RECESSED LIGHT) 11OV OUTLET e VAPOR PROOF GROUND FAULT CIRCUIT (BATHRM. CEILING MOUNTED) INTERRUPTER 11OV SINGLE OUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) MICROWAVE ® 220V HEAVY DUTY OUTLET FLUORESCENT LIGHT NO BOX 0 BLOCK WALL F_ (CEILING MOUNTED) (10" HIGH TO CA) ,1 LIGHT FIXTURE TEL TELEPHONE JACK {Tr (WALL MOUNTED) - (12" HIGH) EXHAUST FAN. REFER TOCABLE T.V. JACK CONSTRUCTION NOTE 26, © (12' HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC, NOTE 2e, a THERMOSTAT JAR LAMP F -Q PUSH BUTTON SNATCH (EXTERIOR WALL MOUNTED) ® DOOR BELL CHIME COACH LAMP (EXTERIOR WALL MOUNTED) O SPEAKER WIRE FLOOD LIGHT C& 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 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 MBIN . LEGEND I �/ TRANSFER VENT C _ 3" PLUMBING (TOILET) le-� J 2" PLUMBING DRAIN (BATH, SHOWER, SINK) I �P/ I CEILING RETURN AIR VENT 1� -I SUPPLY OUTLET - J DMAIN UCT SUPPLY AIR FLEX G = -' RETURN AIR VENT ON WALL MAIN RETURN AIR FLEX I I REDUCTION BOX �y DUCT L _ J FLEX SUPPLY DUCT (� Li �� I \ TRIANGLE / END BOX / REDUCER EXHAUST FOR GAS FUELED AIR V _ 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 120-F (49'C) IN ACCORDANCE WITH F5C-P2708.3 4) CLEANOUTS SHALL BE PROVIDED ® 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. 6) THE CONTRACTOR SHALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. GENERAL ELECTRICAL n I � T r— e- 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. 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. Q RAESIGN ST. 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 Proje Namect LOCH LAKE PH 3 SANFORD, FL ORTH21 ELEVATION'A' LOT 42 Copyright & Copy; ® 2009 Quadra Design Studios Inc, Sheet Title ELECTRICAL PLANS & NOTES By CHRIS BERGERON Bhecked TF Scale 114"-1'-0" Sheet No. Date MAY 2013 Project 10025 4AA No. Fil 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. 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS,/AND SPECIFICATIONS, w U MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FEC -M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 Ld Z 0 EQUIPPED WITH BACK DRAFT DAMPER. I- 5) p La": w V1 W APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) N_ U) SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED O p W FLOOR TRUSSES BY REGISTERED TRUSS C7 " ry D J M J = p Z w = w Z z Z_ z W w UNDERLAY UNDER RESILIENT AND WOOD Q U Z 10'-0" MAX. HEIGHT (SEE STRUCTURAL Q Q d O IL W Q z Z O O O < LL_ U_ z o O N Q D Z_ p Z J p w W H H O C7 Z CONCRETE BLOCK WALL REINFORCED PER w O § z EQUIVALENT THICKNESS. CONTRACTOR TO O O = ry R4 B LABEL YES FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO _ (R-8.61) W21 1H4 SH BLOCK SINGLE HUNG 26J" 508" 271" 50J" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 264' 63" 27J" 63J" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 26�" 72" 274" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 284" 444" 8.56 NO ROOF VENTILATION W26 2444 SH FRAME SINGLE HUNG 28" 52" 28J" 52J" 10.11 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO W28 2460 SH FRAME SINGLE HUNG 28" 72" 28J" 72J" 14.00 NO W51 24 SH BLOCK SINGLE HUNG 37" 509" 371" 509" 13.01 NO INTERIOR DOOR 9' 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 6'-8" W54 2440 SH FRAME SINGLE HUNG 27" 47" 271" 471" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36J" 484" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 36J" 60J" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 36J" 72J" 18.00 YES 2'-2" W91 48x50 SH BLOCK SINGLE HUNG 48" 50J" 481" 50J" 16.88 NO 1 W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48�" 63" 21.00 YES W93 4802 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES INTERIOR DOOR 8' CLG. TYP. W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 481" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 60" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) O b 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 SPECIFICATIONS AND TO ADHERE TO THE 2010 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS,/AND SPECIFICATIONS, w U 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 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) w SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED OCEMENTITIOUS FINISH PER FINISHED TEXTURED COATING BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS D 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 U UNDERLAY UNDER RESILIENT AND WOOD W M FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL Z O p w V) 17 17 1- J EXTERIOR WALLS TO HAVE A FIRE RESISTANCE w H-1 JN Q Owo z o _ = Y 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 o SLAB UP TO 9'-4 A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. _ CONCRETE BLOCK WALL REINFORCED PER ? Ez In z EQUIVALENT THICKNESS. CONTRACTOR TO O1 2'-8" 6'-8" 1" R4 B LABEL YES FOR 1 HR RATED WALLS STRAPPING 0 24" O.C. 1A 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF TEMP GLASS 1/2 FRENCH SHEATHING. SHAFT LINER ASSEMBLY PER UL 1 B 3'-0" 6'-8" 1 R4 SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. 9 LITE, TRANSOM / ELEV 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, TEMP GLASS FULL FRENCH MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT, 1C O 3'-0" 6'-8" 1 R4 PRE-ENGINEERED ROOF TRUSSES BY TRUSS 15 LITE, TRANSOM / ELEV 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 TEMP GLASS 1/2 FRENCH ROOF VENTILATION O1 D 3'-0" 8'-0" 1 R4 HALF OF REQUIRED VENTILATION AT EAVE AND HALF 12 LITE, TRANSOM / ELEV TEMP GLASS FULL FRENCH R4 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 INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. ® 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O 2'-0" 6'-8" 1 i" INTERIOR DOOR 8' CLG. TYP. 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. © 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-2" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP, O7 1'-6" 6'-8" 1 INTERIOR DOOR 8CLG. TYP. ® 1'-6" 8'-0" 1 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 r! 0� N U J Q J0 U 3m� FLJ - F-- ~ l,_w� dZ� OJ J_ J p x m z Zw COQ 2'-10" 8'-0" E3 FOYER STOP & DROP 28'-0" 4'-11 9'-2" 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 3'-01" 3'-4" 1'-2" 2'-2" KITCHEN SCALE 2:1 S1 FLUSH 40" BREAKFAST BAR SECTION n e N J Q J W U J Z d J I - w .-. r- a r Q In J CL Of d v 0 ¢ J J X m 0: w z O 0 N= Q SECOND FLOOR PLAN - r -TEMPERED GLASS ABOVE TUB CONSTRUCTION NOTES (Unless Otherwise Noted) UNIT 22EA 707 SF 1034 SF TOTAL A/C AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL GARAGE PORCH 389 SF 12 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND 2142 SF LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 O SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS,/AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND 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 REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) 16 SUBFLOOR AND FLOOR TRUSSES 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED OCEMENTITIOUS FINISH PER FINISHED TEXTURED COATING BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 & APPROVED WITH TPI/WTCA BCSI. (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSB EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS ® 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R13 BATT 17 17 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" CONCRETE BLOCK CONSTRUCTION - CEMENTITIOUS FINISH O FINISHED TEXTURE COATING PER BUILDERS 18 O 2 HOUR MASONRY PARTY WALL GROUND FLOOR PARTY WALL FROM TOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4 A.F.F TO BE 2 HR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT TOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. STRAPPING AT 24" O.C. T -NAILED INTO STRAPPING 0 24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR _ (R-8.61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS U373 AND INSTALLED PER MANUFACTURERS O3 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 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 ® 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 5 ATTIC OVER LIVING SPACE PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING O INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 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 OHAND 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 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 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"00" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS REQUIRED BY CALAULATION 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 T 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 CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEATHING (EXCLUDES 718- CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF STUD. - SQUARE FOOTAGE CALCULATIONS ARE MEASURED TO EXTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) GROUND FLOOR AREA SECOND FLOOR AREA UNIT 22EA 707 SF 1034 SF TOTAL A/C AREA 1741 SF GARAGE PORCH 389 SF 12 SF TOTAL AREA 2142 SF No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t+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. QUAA DBESIGN 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 �M Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. shee Title t FIRST FLOOR PLAN & NOTES By CHRIS BERGERON Bhecked TF scale 1/4"=1'-0" sheet No. Date MAY 2013 Project No. 10025 5. 1 A No 10025_ORTH22E ASPHALT SHINGLES DECORATIVE POLYURETHANE LOUVER SPECTIS No. LCRT1632 16"Wx32"Hx1 Va" PROJ. DECORATIVE FLAT WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH SEE DETAIL) TOP 0� PLATE TOP OF WINDOW MEMO son 10 L i i Lq 7/8" CEMENTITIOUS FINISH i Md " i ■ OVER SHEATHING i � i I c i i 00 i 2-20"x60" PREFORMED STUCCO i i rL UVERED SHUTTERS (SEE DETAIL) i EGRESS EGRESS i ' OVIDE CONTROL JOINT 1 "x8" RAISED BAND W/ SMOOTH TOP OF BLOCK WALLCEMENTITIOUS FINISH I FIN. SECOND FLOOR DECORATIVE POLYURETHANE LOUVER SPECTIS No. LCRT1632 16"Wx32"Hx1 Va" PROJ. DECORATIVE FLAT WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH SEE DETAIL) TOP 0� PLATE TOP OF WINDOW �8—t VARIES 37., 7" 1, 3".4" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 1'-8" Ilk r7 rIN I N I LO rltV N 1„" 1'-2" 14 � 4 3/4" RECES SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS 1/2- 2 1/2" x 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 6:12 \�2 MEMO son 10 L Lq 7/8" CEMENTITIOUS FINISH Md " ■ OVER SHEATHING � I c 00 I 2-20"x60" PREFORMED STUCCO rL UVERED SHUTTERS (SEE DETAIL) EGRESS EGRESS ' OVIDE CONTROL JOINT 1 "x8" RAISED BAND W/ SMOOTH TOP OF BLOCK WALLCEMENTITIOUS FINISH I FIN. SECOND FLOOR PROVIDE CONTROL JOINT TOP OF BLOCK WALL TOP OF WINDOW "aex"ae SMOOTH FINISHED WINDOW AND 6" WIDE SCORED WINDOW rx cX OITA9 DOOR SURROUND DETAIL WITH SURROUND W/ SMOOTH O 51000 07 ARCHED HEADER (SEE DETAIL) CEMENTITIOUS FINISH 1/2" CEMENTITIOUS FINISH OVER O BLOCK WALL /2" CEMENTITIOUS FINISH CD I (GROUND FLOOR TYP.) OVER BLOCK WALL 00 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON A/C STONE VENEER FIN. GROUND FLOOR FIN. GRADE 00 REAR ELEVATION 'A' TOTAL GLASS AREA ON REAR ELEVATION FOR 'A'= 142.00 SQ. FT. �8—t VARIES 37., 7" 1, 3".4" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 1'-8" Ilk r7 rIN I N I LO rltV N 1„" 1'-2" 14 � 4 3/4" RECES SCALE 2:1 20"x60" PREFORMED STUCCO LOUVERED SHUTTERS 1/2- 2 1/2" x 5"x3" PREFORMED STUCCO WATER TABLE SILL No. 1 BY PREMIER PLASTERING OR EQUAL 6:12 \�2 FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. z cc Ict 2'-4" _ 1"6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 7/8 CEMENTITIOUS FINISH OVER SHEATHING 1"x6" RAISED SILL W/ SMOOTH CEMENTITIOUS FINISH (TYP) 1/2 CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) 1"x4" RAISED TRIM OVER 1"x6" ,@RED BAND BOTH WITH SMOOTH CEMENTITIOUS FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 8:12 8:12 �� � 2 ice/ 6'12 6.1 6.72 8:12 � 7? ■ 11 UPGRADED FLANKAGE ELEVATION 'A' (LOT 41) TOTAL GLASS AREA ON FRONT ELEVATION = 79.26 SQ. FT. i 7 00 40" HIGH SLOPED ' I KNEE WALL W/ PTD. PINE CAP `O 7 —I it 6'-8:"MIN. � /L 7 HEADOOM i L_ � L � x PROVIDE L_ 7 °' 5/8" TYPE L_ 7 o11X" 8„ 5'-10" DRYWALL °i UNDER 6 STAIRS r�Id- 1 /2" NOM. STUCCO I PLASTER FINISH in ELECTRIC METER NICHE 4" THICK CMV I I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE (:A)PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE FOYER STAIRWELL 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. 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. DESIGNSTRA . 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.corn Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION By Drawn CHRIS BERGERON Checked ByTF Scale 1/4„=1'-0” Sheet No. Date MAY 2013 Project No. 10025 5.2A No 10025 ORTH22E MEMO son 10 L FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. z cc Ict 2'-4" _ 1"6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 7/8 CEMENTITIOUS FINISH OVER SHEATHING 1"x6" RAISED SILL W/ SMOOTH CEMENTITIOUS FINISH (TYP) 1/2 CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) 1"x4" RAISED TRIM OVER 1"x6" ,@RED BAND BOTH WITH SMOOTH CEMENTITIOUS FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 8:12 8:12 �� � 2 ice/ 6'12 6.1 6.72 8:12 � 7? ■ 11 UPGRADED FLANKAGE ELEVATION 'A' (LOT 41) TOTAL GLASS AREA ON FRONT ELEVATION = 79.26 SQ. FT. i 7 00 40" HIGH SLOPED ' I KNEE WALL W/ PTD. PINE CAP `O 7 —I it 6'-8:"MIN. � /L 7 HEADOOM i L_ � L � x PROVIDE L_ 7 °' 5/8" TYPE L_ 7 o11X" 8„ 5'-10" DRYWALL °i UNDER 6 STAIRS r�Id- 1 /2" NOM. STUCCO I PLASTER FINISH in ELECTRIC METER NICHE 4" THICK CMV I I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE (:A)PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE FOYER STAIRWELL 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. 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. DESIGNSTRA . 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.corn Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION By Drawn CHRIS BERGERON Checked ByTF Scale 1/4„=1'-0” Sheet No. Date MAY 2013 Project No. 10025 5.2A No 10025 ORTH22E son aJ Lq FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. z cc Ict 2'-4" _ 1"6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 7/8 CEMENTITIOUS FINISH OVER SHEATHING 1"x6" RAISED SILL W/ SMOOTH CEMENTITIOUS FINISH (TYP) 1/2 CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) 1"x4" RAISED TRIM OVER 1"x6" ,@RED BAND BOTH WITH SMOOTH CEMENTITIOUS FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 8:12 8:12 �� � 2 ice/ 6'12 6.1 6.72 8:12 � 7? ■ 11 UPGRADED FLANKAGE ELEVATION 'A' (LOT 41) TOTAL GLASS AREA ON FRONT ELEVATION = 79.26 SQ. FT. i 7 00 40" HIGH SLOPED ' I KNEE WALL W/ PTD. PINE CAP `O 7 —I it 6'-8:"MIN. � /L 7 HEADOOM i L_ � L � x PROVIDE L_ 7 °' 5/8" TYPE L_ 7 o11X" 8„ 5'-10" DRYWALL °i UNDER 6 STAIRS r�Id- 1 /2" NOM. STUCCO I PLASTER FINISH in ELECTRIC METER NICHE 4" THICK CMV I I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE (:A)PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE FOYER STAIRWELL 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. 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. DESIGNSTRA . 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.corn Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION By Drawn CHRIS BERGERON Checked ByTF Scale 1/4„=1'-0” Sheet No. Date MAY 2013 Project No. 10025 5.2A No 10025 ORTH22E Lq Md ■ � I FRONT ELEVATION 'A' TOTAL GLASS AREA ON FRONT ELEVATION = 54.91 SQ. FT. z cc Ict 2'-4" _ 1"6" RAISED FRIEZE TRIM W/ SMOOTH CEMENTITIOUS FINISH (TYP) DECORATIVE ARCHED WINDOW HEADER W/ SMOOTH CEMENTITIOUS FINISH (SEE DETAIL) 7/8 CEMENTITIOUS FINISH OVER SHEATHING 1"x6" RAISED SILL W/ SMOOTH CEMENTITIOUS FINISH (TYP) 1/2 CEMENTITIOUS FINISH OVER BLOCK WALL (GROUND FLOOR TYP.) 1"x4" RAISED TRIM OVER 1"x6" ,@RED BAND BOTH WITH SMOOTH CEMENTITIOUS FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 8:12 8:12 �� � 2 ice/ 6'12 6.1 6.72 8:12 � 7? ■ 11 UPGRADED FLANKAGE ELEVATION 'A' (LOT 41) TOTAL GLASS AREA ON FRONT ELEVATION = 79.26 SQ. FT. i 7 00 40" HIGH SLOPED ' I KNEE WALL W/ PTD. PINE CAP `O 7 —I it 6'-8:"MIN. � /L 7 HEADOOM i L_ � L � x PROVIDE L_ 7 °' 5/8" TYPE L_ 7 o11X" 8„ 5'-10" DRYWALL °i UNDER 6 STAIRS r�Id- 1 /2" NOM. STUCCO I PLASTER FINISH in ELECTRIC METER NICHE 4" THICK CMV I I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE (:A)PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE FOYER STAIRWELL 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. 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. DESIGNSTRA . 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.corn Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION By Drawn CHRIS BERGERON Checked ByTF Scale 1/4„=1'-0” Sheet No. Date MAY 2013 Project No. 10025 5.2A No 10025 ORTH22E UPGRADED FLANKAGE ELEVATION 'A' (LOT 41) TOTAL GLASS AREA ON FRONT ELEVATION = 79.26 SQ. FT. i 7 00 40" HIGH SLOPED ' I KNEE WALL W/ PTD. PINE CAP `O 7 —I it 6'-8:"MIN. � /L 7 HEADOOM i L_ � L � x PROVIDE L_ 7 °' 5/8" TYPE L_ 7 o11X" 8„ 5'-10" DRYWALL °i UNDER 6 STAIRS r�Id- 1 /2" NOM. STUCCO I PLASTER FINISH in ELECTRIC METER NICHE 4" THICK CMV I I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE (:A)PORCH 'A' SECTION THROUGH ELECTRIC METER NICHE FOYER STAIRWELL 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. 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. DESIGNSTRA . 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.corn Quadra Design Studios Inc. retains the copyright In all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE PH 3 Name SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & STAIR SECTION By Drawn CHRIS BERGERON Checked ByTF Scale 1/4„=1'-0” Sheet No. Date MAY 2013 Project No. 10025 5.2A No 10025 ORTH22E 12 12 20 6� �6 20 5 TOP OF PLATE TOP OF WINDOW 1'—O" MASTER 3 El 1 io EEDR00I J I I I N LOFT 00 -I o a 42" HIGH KNEEWALL W/ PAINTED WOOD FIN. SECOND FLOOR — ___-_ CAP TOP OF WINDOW DRAFT STOP TRUSSES AT GARAGE/ HOUSE ❑ ❑ Cn j g 00 0 2 DINING KITCHEN 10 GARAGE - z o 1 1 + FIN. GROUND FLOOR 00 FIN. GRADE BUILDING SECTION SEE STRUCTURAL ENGINEERS DRAWINGS FOR SIZES AND FASTENING OF ALL STRUCTURES No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 C TEL. (32 1) 288-6274 bbuildng design services EMAIL, tnfo@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. RA �11JM 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 Desicn Studios Inc. Client 110 Project Name LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet BUILDING SECTION Title Drawn ByTF By CHRIS BERGERON Checked Scale 1/4"--1'-0" Sheet No. Date MAY 2013 5.3A Project 10025 N o. No 10025_ORTH22E 2" PVC OFFSET WITH (3) #2/0 \ THHN ALUMINUM 150 AMP PANEL --'150 AMP 2/0 ALUMINUM—/DI C. SERVICE CABLE 2" PVC WITH (3) #2/0 THHN ALUMINUM O METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UDERUROUND I A //rl /�/1All\rAl(•rn GROUND FLOOR ELECTRICAL PLAN :LEC. ETER G D T TYPICAL LIGHT SWITCH WEEN JI TCH SECOND FLOOR ELECTRICAL PLAN ELECTRICAI IFGFNQ $ 2 WAY SWITCH (50" HIGH TO CA) $3 � 3 WAY SWITCH \ / (50" HIGH TO CA) / STD. LIGHT FIXTURE 4 WAY SWITCH BRACE & PRE -WIRED FOR FUTURE CEILING FAN $d (50" HIGH TO CA) DIMMER SWITCH (50" HIGH TO CA) /v $ itOV OUTLET (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 (CEILING MOUNTED) $p� 110V OUTLETOVER �QG PULL CHAIN LIGHT FIXTURE COUNTERS (42" HIGH WALL -MOUNTED) "LTJ' (CEILING MOUNTED) $ Q 110V OUTLET yJQ WATER PROOF WATERPROOF (EXTERIOR WALL -MOUNTED) (SHOWER RECESSED LIGHT) $ (�\ 110V OUTLET VAPOR PROOF (BATHRM. CEILING MOUNTED) GROUND FAULT CIRCUIT 110V SINGLE OUTLET DEDICATED FOR RECESSED CANNED LIGHT DISHWASHER OR DISPOSER OR (CEILING MOUNTED) MICROWAVE HEAVY DUTY OUTLET F FLUORESCENT LIGHT NO B NO BOX ®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 ae (12" HIGH) CEILING MOUNTED LIGHT ® INTERCOM SPEAKER FIXTURE W/ EXHAUST FAN REFER TO CONSTRUC. NOTE se, a THERMOSTAT JAR LAMP -{] (EXTERIOR WALL MOUNTED) PUSH BUTTON SWITCH ® 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 FBG 2010, R't1; 1 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. COMBINATION SMOKE ALARM & CARBON MONOXID DE TOR COMBINATION UNITS MAY BE USED PROVIDING THE REQUIREMENTS FOR BOTH SMOKE ALARM & CARBON MONOXIDE DETECTORS ARE MET. ELECTRICAL NOTE 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 r,FNn r- _ -4 &I AO/ I C _ M 3" PLUMBING (TOILET) / TRANSFER VENT J C = M& 2' PLUMBING DRAIN — r- (BATH, SHOWER, SINK) Q,P/ I I CEILING RETURN AIR VENT IC SUPPLY OUTLET _ J MAIN SUPPLY AIR FLEX = RETURN AIR VENT ON WALL DUCT �\ 1 MAIN RETURN AIR FLEX I I REDUCTION BOX `y DUCT n FLEX SUPPLY DUCT N I > TRIANGLE /END BOX / U REDUCER V EXHAUST FOR GAS FUELED AIR EXHAUST FOR DRYER OR STOVE HANDLER OR HWT -- HOOD AS NOTED MECHANICAL PtumBiNG 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 1207 (49-C) IN ACCORDANCE WITH FEC -P2708.3 4) CLEANOUTS SHALL BE PROVIDED ® 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. 6) THE CONTRACTOR SFFALL ENSURE THAT ALL LABOR AND MATERIALS FOR MECHANICAL, PLUMBING AND FIRE PROTECTION ARE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES AND AUTHORITIES. 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. 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-des*.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. L RA r STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 464 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Wadra Design Studios Inc. retains the copyright in all drawings, plans, ketches, and all digital information. They may not be copied or used for ny other projects or purposes or distributed without the written consent f Quadra Design Studios Inc. ;tient laect ame LOCH LAKE PH 3 SANFORD, FL ORTH22E ELEVATION 'A' LOT 41 Copyright & Copy; 0 2009 Quadra Design Studios Inc. beet itle ELECTRICAL PLANS & NOTES yawn CHRIS BERGERON Checked TF Cale 1/4"=1'-0" Sheet No. ate MAY 2013 roject o. 10025 5.4A '0 10025_O RTH22 E 5/ MC EX AE DC PE TO *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 SYSTEM 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 FIRE RETARDENT TREATED PLYWOOD FIRST 2'-0" ABOVE FASCIA — 5/8" TYPE "X" DENSGLASS MOISTURE RESISTANT EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD DO NOT VENT OR PENETRATE SOFFIT---/ PRE—FINISHED ALUMINUM SOFFIT AND FASCIA TO MATCH CD \--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 "7 SGA FILE. NO. WP 351D +GENERIC GYPSUM WALLBOARD, WOOD STUDS one layer 51C type X gypsum walbboard or gypsum veneer base ep led paral'tei or at it angles to each slde crf 2 x 4 wood studs 24" a_c- Width 6d coated nalts, 1716" long, 0.0916' shank, 114 treads. 7" O.C. Joints staggered 24" an opposite sides. ('LOAD-BEARING) T HOUR I I 35 to 39 STC FIRE SOUND L1 0 Thickness: 4T/s" Approx. Welght: 7 psf Fire Test: UL R3501-47,48,9-17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design 0314 Sound Test: NGC 2404,10-14-70 CD1 HOUR FIRE RATED EXTERIOR WALL ASSEMBLY (U309) 5 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 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 0373 EXTERIOR WALL INTERSECTION DETAIL SCALE: N.T.S. GYPSUM PANEL PRODUCT AS SPECIFIED INTERIOR WALL FRAMING 3/4" AIR SPACE 1" DENSGLASS ULTRA SHAFTLINER 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C PANELS OVER METAL "H" STUDS AT FLOOR TRUSS SYSTEM PER MANUFACTURERS SPECS SEE 3/D2 (WHI 495-0743) EXTERIOR FACING 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 GEORGIA -PACIFIC GYPSUM, LLC IS PROVIDING THIS DETAIL AS A SERVICE TO OUR CUSTOMERS. PLEASE OBTAIN APPROVAL FROM THE PROJECT'S ARCHITECT, ENGINEER OR OTHER DESIGN AUTHORITY AND REVIEW WITH LOCAL BUILDING CODE OFFICIALS BEFORE YOU IMPLEMENT THIS DETAIL. U373 OFFSET EXTERIOR WALL DETAIL SCALA: N.T.S. 2" C—TRACK Design No. Lig o6 Bearing Wall l Rating 2 11R_ Nonbearing WaR Dating- 2 2 14crixoorat Section i. Concrete Blocks* - Nominal 6 by 8 by 16 in., hollow or solid. +Clas:sificaon D-2 (2 hr). Anchor Concrete Products, Inc. Florida Rock Industries, Inc. Pilm Industries Inc., d/b/a' ilcon Whitcomb. Westbrook Concrete Block Co., Inc. �. Alortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-x/4 and not more than 3-1/2 parts of clean sharp sand to i part Portland cement (proportioned byt=olume) and not more than ,So percent hydrated lime (by cement mlume). Vertical joints staggered. 3. Portland, Cement Stucco or Gypsum Plaster - If used, add 1/2 hr. to Classification. Attached to concrete blocks (Item Y) 4. Foamed Plastic* - (optional - not shown) x-1/2 in thick max, 4 ft wide sheathing attached to concretebloclrs (Item x). +Celotex Corp. - Type Mermak *Bearing the UL Classification Marking 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 (2) 1 " SHAFT WALL LINER FIRE WALL ULA U373 ATTACH TIGHT TO SHEATHING, EXTEND INTO O.H. SEE 2/D1 A A I I FIRE BLOCKING (2) 1 " SHAFT WALL LINER FIRE WALL UL# U373 PER MANUF'R SPECS 2x4- STUDS @ 16" O.C.- W? R11 BATT INSUL. (TYPICAL EACH SIDE) 3/4" AIR SPACE (TYP EACH SIDE) 3/8" PAN HEAD SCREW FIRE BLOCKING AS REQ'D — 6" WIDE 1/2" DENSARMOR PLUS FIREGUARD TYPE C 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 SYSTEM IN ATTIC PER MANUFACTURERS SPECS SEE 3/D2 (WHI 495-0743) ALU UM CLIP PER K F'R PRE NGINEERED RO F TRU ES AT 24" O.0 ----7 1 /2" GYPSUM CEILING I ALUMINUM CLIP PER MF BACK TO BACK C—TRACKS ALUMINUM CLIP PER MF 1 1/4" DRYWALL SCREV -ACCOUSTIC SEALANT FLOOR TRUSSES (PER PLAN) 1/2" GYPSUM CEILING BOARD BOTTOM TRACK ON FIRE CAULK BEAD 2" C—TRACK POWER DRIVEN FASTENER AT 24" O.C. USE LIMEROCK AGGREGATE PER SECT, 721 OF THE FBC 2010 ED. TO GET 4 EQUIVALENT THICKNESS (REF TEL 721.3.2). VERIFY W/ BLOCK SUPPLIER THAT BLOCK TO BE DELIVERED HAS CORRECT RATING. TYPICAL FOOTER- SEE FOUNDATION " "' -'�I-" II I'1 1:" —3 1/2" MINIMUM CONCRETE SLAB III'�111� II�� Iii Ili iii=-- PLAN FOR SIZE & REINFORCEMENT III III III LI LI=,III T_I REINFORCED WITH FIBERMESH ON �IIhIII-III:= Til-111..—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 (0373) SCALE: N.T.S. No.1 Revision Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 D CC ildl g d sigI /IG se vie N EMAIL: i foCM-f-desgn.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. �M DESIGN STUDIOS INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 464 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 28' TOWNS Copyright & Copy; ® 2009 Quadra Design Studios Inc. Sheet Title FIRE SEPARATION DETAILS Drawn Checked By CHRIS BERGERON By TF Scale 1/4"=1'-0" Sheet No. Date MARCH 2013 Project 10025 D 1 No. No 10025_DETAILS DensGlass- Ultra Shaftliner Area Separation Walls GeorglaPacific Gypsum The Georgia-Pacific Gypsum Area Separation Wali assembly is designed for use in multi -family, multi -story townhouses as a firewall with a total height up to fib feet (page 14, Limitations). Because it is constructed using gypsum board, the assembly is easy to erect and secure, meets all building code requirements, and provides economical fire protection and sound control. The Area Separation Wail is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The assembly is constricted 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 1" DensGlass" Ultra Shaftliner Panel Insulation Min. 3/4" air space between 2" Area Separation Wall and Wood Framing 2" H -Studs 24" o.c. Back-to-back C -Tracks 1/2" DensArmor Plus* Interior Paniel Aluminum Binakaway Clip Fire Blocking per Code The Georgia-Pacific Gypsum Area Separation Wall is constructed usinq 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 delamination, deterioration and decay and a 5 -year limited warranty against manufacturing defects. Fire Testing and Building Code Compliance The Georgia-Pacific Gypsum Area Separation Wall has E 119 and AN NLC S 101. TheGeorgia-Pacific Gypsum 2 -lour fire -rated AreoSeparationWall assambfY, constructed using DensGlass UltraShaftliner panels, 's listed by � Underwriters Laboratory ry (UL}, Underwrdors Laboratories of Canada (ULCand Warnock Hersey International (WHI/ITS) and meets therequirements at the 2006 International Building Code IBC Section 705 'Party Walls," and Section 705 "fire Wails." The Georgia-Pacific Gypsum Area Separation Wall assembly is listed in the UL Fire Resistance Directory ry under UL Design U 373I the n Di r P 120-04.r LC Ff Resistance Directory LC Design No. W 312 and the WHI fire Resistance recto undo WI tl GP/WA Fo U re s eD c U IW ry 9 Directory copies of these listings, please contact Georgfa-Pacif ic Gypsum Technical Services at 1-800-225-6119. CAUTION: For product fire, safety end use information; go to gp.com/safetyinfe. For latest information and updates: Technical Serviee Hotlino 1.6ri6.M6119 or www.gpgyPsuw.can - 3 Georgla•Pacific DensGlass- Ultra Shaftliner Area Separation Walls Gypsum System Assemblies - 2 -Hour Ratings Construction Detail Assembly Components STC Test Reference Two layers 1" DensGlass" Ultra SO UL DESIGN U373 Shaftliner inserted in H -Studs 24" o.c. ULC W312 Min. 3/4" airspace between liner panels WHI GP/WA 120-03 �� and adjacent wood or metal framing, RAL TL89-363 - Two layers 1" DensGlass Ultra Shaftliner 60 UL DESIGN U373 inserted in H -Studs 24" o.c. Min. 3/4" air space on both sides must be maintained spa ULC DESIGN W312 WHI GP/WA 120-04 IW between liner panels and adjacent Based on RAL TL89-383 .M, framing. Sound Tested with 2 x 4 stud wall - ! . with 1/2" DensArmor Plush interior ,, - ;•�. panel each side at assembly and 3-1/2" fiberglass insulation in stud space both sides. Part. Thickness: 3" 38 est. WHI 495.0743 r a"f�`fasrx Weight r t.: . pe Sq. f 9 5 ..� Two layers i"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" ToughRocl FireguardOType C gypsum board. Breakaway clip facings and height of wall differ between UL Design U373 and WHI GP/WA 120-04. Georgia-Pacific DensGfass•" Ultra Shaftliner Area Separation Walls Gypsum - Installation Instructions The Georgia-Pacific Gypsum Area Separation Wall is constructed once the framing for one townhouse unit is complete and prior to the construction of the adjacent unit. The solid 2" Area Separation Wall is constructed a minimum 3/4" away from the adjacent framing, which is typically constructed from wood. In many cases the area separation wall is positioned 1" away from the wall framing to accommodate the 1" DensGlass' Ultra Shaftliner panels used as fireblocking between the floor levels. The UL Design U373 Area Separation Wall assembly was evaluated at a height up to 44' and the WHI/ITS GP/WA 120-04 Area Separation Wall assembly was evaluated at a height up to 68'. Erecting the 2" Area Separation Wail 1, Position 2" C -Track a minimum 3/4" from the framed wail 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 either side facingotrt" into the C -Track at one end of the area separation wall, install the H -Stud over the double beveled edges of the shaftlinipr panels and continue alternately until the wall has reached the opposite and of the foundation. Terminate the wall 'using a C -Track. The vertical C -Tracks at each end of the wall should be attached in the comers to the horizontal sections of C -Track using a minimum of one 3/8" minimum length pan head screw. " Note: some authorldes may require labeling to be visible. 3. Cap the first section of the Area Separation Wall with a C -Track and attach to the vertical C -Track in the comers using a minimum of one 3/8" minimum length pan head screw. 4. Breakaway clips span the minimum 3/4" air space and provide a fusible link between the H -Studs and the adjacent wall framing. Attach the breakaway clips to the flange of the H -Stud using a minimum of one 3/8" minimum length pan head screw and to the adjacent wood framing using a minimum of one 1" minimum length drywall screw. When the UL Design U373 Area Separation Wall assembly is specified, the breakaway clips should be located vertically at each floor level (10'0" o.c.) and horizontally on every H -Stud (24" o.c ). When the total height of the Area Separation Walt exceeds 23', breakaway clips shall he installed every 5'0" for the lower 20' and every 10'0" for the upper 24'0" of the wall assembly. Breakaway clips are installed on both sides of the Area Separation Wall. When the WHiATS Design WHI GP/WA 120-04 Area Separation Wali assembly is specified, the breakaway clips should be located vertically at each floor level l10'0" arc.) and on otherr H- t d (48" When the total height of the Area Separationi Ar Wall exceeds 20'0", breakaway clips shall be installed vertically every e'0" maximum for the lower 20'0" and every I li 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 hack to back C -Track joints a minimum of 12". 7. If a parapet is not specified, see Special Conditions, Item 11 for two code -compliant methods for installing a gypsum board roof underlayment 8. Once the 2" Area Separation Wall is erected, construction of the adjacent interior wall framing can begin. Breakaway clip and fire -blocking installation is identical for both sides of the 2" Area Separation Wall, Aluminum Angle Clip C -Track, Cap, Edge H -Stud, 25 -Gauge or End Closure r ✓Y b 1M f w i qtr , A r y 0 L i J i k 1 r 1 r a , l fl r k �,•:l a A« I i _ k c� 2"_ CAUTION: For product fire, safety and use Information, go to gp.corn/soletyinfo. 4 - Fot latest infwtnafion wi updates Technical Service Hadine i aril37'ab119 of v.rww.gpgypsem.cera _Idoli,Geor lia;Pacific Gypsum Details Full Wahl fire bloc i n9 as require -' 2 x 4 Stud framing - Aluminum breakaway 3/8" Pan head screw Sealant -------- DensGlass^" Ultra Shaftliner Area intersection at roof Acoustic sealant (as required) Joist 2" C -track fastener 24" o.c. Foundation Roof deck per code requirement Roof truss :o -bank C -tracks ' Drywall screw t" DensGlass" Ultra Shaftliner panels Sealant, as required DensGlass"" Ultra Shaftliner Area Separation Walls GeorgiaPacific Gypsum Special Conditions 1. When an H -Stud does not align with the adjacent wood framing, insert blocking between wood framing members and attach breakaway clip to blocking using one 1-1/4" drywall screw and to the H -Stud using a minimum of one 3/8" minimum length pan head screw. 2. if gaps are present between back-to-back C -Tracks, caulk using appropriate fire caulking material. 3. When wall framing is spaced greater than 1" away from the solid 2" Area Separation Wall, aluminum clips with longer legs are permitted. Contact clip manufacturers including CLARKWESTERN Building Systems and Telling Industries for modified clips. Additional wood blocking can be added between the wood studs to provide clip support. Space wood blocking minimum 3/4" away from Area Separation Wall. 4, The solid 2" Georgia-Pacific Gypsum Area Separation Wall is non -load bearing, The adjacent framed wall can be designed as load bearing. 5. The wall located adjacent to the solid 2" Area Separation Wail, 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. These walls can be designed as load bearing and readily accommodate code compliant electrical and plumbing systems. These systems should not impede the required 3/4" air space. Apply acoustical sealant around penetrations for maximum acoustical privacy. 7. The required 3/4" airspace can be eliminated if the metal framing is covered on both faces with 6" wide, 112" DensArmor Plus,, or Plus Fireguard Type r " T hR ck Fire uardT e X or 5 8" DensArmor s Fireguard Typ., C or 1/2" ToughRock� Fireguard°r Type C o 5/8 oug o g YP / g 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 inaccessible attic areas. Attic areas not accessible do not require the 6" wide gypsum board strips. B. The required fireblocking between floor levels may consist of 2" nominal lumber or two thicknesses of 1" nominal lumberwith broken lap joints or one thickness of 0.719" wood structural panel with joints backed by 0.719" wood structural panel or one thickness of 0,75" particleboard with joints backed by 0.75' particleboard. Gypsum board, including 1" DensGlass' Ultra Shaftliner and 5/8" DensArmor Plus interior panel, batts or blankets of mineral wool or fiberglass or other approved materials installed in such a manner as to be securely retained in place shall be permitted as an acceptable fireblock. (Section 717.2.1, 2006 IBC) 9. The Georgia-Pacific Gypsum Area Separation Wall assembly can be constructed with or without a parapet. 10. At intersection of the sofd2" Area Separation Wall and the underside of the structural roof sh.e athmy, cut liner panels at an angle to provide a tight fit to the structural sheathing. The 2" Area Separation Wall is not required to be capped using a GStud, Where the shaftlinernets are not tight to the structural sheathing, apply an approved firoblocking material (see Special Pa y 0 P Conditions, f'8) to both sides of the Area Separation Wail. 11. There are two code -compliant methods for installing a fire-resistant roof underlayment: the ledger strip method and the partial roof undertayment method. In the ledger strip method, one layer of 5/8" DensArmor Plus Fireguard Type X interior panel or 5/8" ToughRock Fireguard Type X gypsum board is placed 4' on both sides of the Area Separation Wall. The gypsum board is cut to fit tight between the roof framing members. Nominal 2" x 2" woad ledger strips hold the gypsum board snug to the underside of the roof sheathing and flush with the top of the roof framing. The ledgers are attached to the roof framing and form a continuous strip. The second method is using fire treated plywood at least 4' on both sides of the Area Separation Wall, 12. Penetrations through the solid 2" Georgia-Pacific Gypsum Area Separation Wall should bp protected in accordance with the 2006 IBC Sections 705.9 and 712. For specific installation details consult UL category XHEZ Through -penetration Firestop Systems. 13. Size and protection of openings in the solid 2" Georgia-Pacific Gypsum Area Separation Wall shall be in accordance with the 2006 IBC, Section 705.8. When the Georgia-Pacific Gypsum Area Separation Wall is designed as a Party Wall ("Any wall located on a property line between adjacent buildings, which is used or adapted for joint service between the two buildings") as listed in the 2006 IBC, Section 705.1.1; openings are not permitted. 14. For specialized end-use areas, such as bathrooms, the adjacent framed walls can be covered with DensShleId' 1 . Ile Backer from Georgia-Pacific in lieu of standard paper -faced gypsum board or fiberglass mat -furred interior panels. 15. An offset occurs when one unit extends past front or back edge of adjacent nit The ti-sr ods of the Area Wail are not designed for hanging sheathing and cladding so planning is required before construction begins.There are two wayss to deaf with the off set. The first option is to pour enough concrete so that the Area Separation Wall andadjacent ent 2x4 wa1l can. extend to the furthest most point. Sheathing and cladding can then be installed to the 2x4 wail. 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.comi'safetyirde. rot latest information and updates: Technical Service 11100re 1,1pn.iTS•6119 or www.gPgypsnm.com - 5 DensGlass- Ultra Shaftliner Area Separation Walls c ;& Georgia-Pacific Gypsum Details Attic - Adjacent to Trusses C 1' DonsGlan U!tra Shoftlinor panels H -stud --- I N7 minimum airspace Wood truss --- -- - 6" Wide 1/2" DensArmor Plus" Fireguard" Type C panels or `Only applies if solid wall is accessible. 1/2" ToughRork, Fireguard Type C or T e X or 5 Tau hRock Fireguard i /B 9Yp i tf r required, red, It not accessible, the strips s a e not . p n 1" DensGlass" Ultra Shaftliner panels Typical Roof Jlmiction 1 Layer of 5/8" DensArmor Plus" 2" x 2" ledger strips Type X gypsum panel for as required by codes) 1/2" DensArmor Plus gypsum panel or 1/2" ToughRocke gypsum board 1" DensGlass" Ultra --_. Shaftliner panels Caulk (smoke tight joint) r-- 'Roofing I....- Roof deck 2 HOUR SHAFT WAIL ASSEMBLY - INSTALLATION SPECIFICATIONS AND DETAILS '-1 %SCALE: N.Q.S. Fire blocking - - Insulation 3/4" Minimum air space Design No. U373 August 19, 2008 Wall Rating - 2 Hr (See Items 4, 4A and 40) Finish Rating - 120 Min (See Item 4) .fir. T:`'K)tf,Tir T4IFIR:F FT'4,)T%I AI'tF_d STTVARATTON W,Lt.I. SIT')F. ON 1, t"G }77, { IF I i 1 , r f l Y � I 3r'4" A IF' SPA C:E (7 NFI(rT 1R STI(?N B 5 ► iF"<,,rl untrx, sTnr 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 galv steel, secured with suitable fasteners spaced 24 In. OC. 2. Steel Studs - Steel members formed from No, 25 MSG galv 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 norn 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 Wail, as indicated in Items 4, 4A and 4B) 4. Wood Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 In., max spacing 24 In, OC, Studs cross - braced at midheight 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 metat thickness) steel or min 3- 1/2 in. wide, min No, 20 GSG (0.036 In, thick) galv 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 lnskiue. All design details enhancing the structural integrity of the wall assembly, Including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable focal"code agencies. The max stutTspacing of wall assem6lies`s�iafl not exceed 241n. UC. 51 wds attached to floor and ceiling tracks with 1/2 in. long 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 In., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gale steel or No. 20 MSG (0,033in, thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to noor and ceiling assemblies with steel fasteners spaced not greater than 24 In. O.C, Studs cross -braced with stud framing at rrrldhelght where necessary for clip attachment. Mln 3/4 In. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 4B. Steel Studs - (As an alternate to Items 4 and 4A, for use in Configuration 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, retum, spaced a max of 24 in. OC, Studs to be cut 3/8 to 3/4 In, less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 In, long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at mldhetght where necessM for clip attachment, Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5. Gypsum Board - Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically. wallboard attached to wood studs (Item 4) with 1-1/4 In. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) 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 holes provided In clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and "H" studs for separation walls up to 23 ft high. For separation walls up to 44 ft high, clips spaced as described above for the upper 24 ft. and the remaining wall area below requires clips spaced a max 5 ft OC vertically between wood or steel framing and "H" studs. 7. Batts and Blankets* - (Optional, not shown) - Placed In stud cavities, any glass fiber or mineral wool Insulation, max 3.0 per density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BK.NV or 8ZJZ) Categories for names of Classified companies. (fUL-U373 2 SCALE: N.T.S. 2 HR WAIL System No. W -L-2377 F Ratings - 1 and 2 Hr Ree See Items 1 and 3 g T Ratio s- 1 and 2 Hr 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 0300 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 U400 SERIES DESIGN IN THE tJL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3 IN. THE HOURLY F AND T RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2• THROUGH PENETRANT - ONE NONMETALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE 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 - NOV 2 IN. DIAM (OR SMALLER) FLOWCUARD GOLDOSDR11 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS, B. CHLORINATED POLYVINYL CHLORIDE (Cl PIPE - NOM 2 IN. DIAM (OR SMALLER) BLAZEMASTER®SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3, FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 5/8 IN. AND 1-1/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. AT POINT CONTACT LOCATION, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS -CNE SEALANT BEARING THE UL CLASSIFICATION MARK Reproduced by HILTI Inc. Courtesy of \� C� Underwriters Laboratories, Inc. - Hilts Firestop Systems June 20 2000 FIRE CAULK - HILTI SYSTEM No. W -L-2377 UP TO 2" CPVC & DRYWALL - 1 TO ?_-HOUR SCALE: NONE WAYNE Automatic Fire Sprinklers, Inc. PENETRATION SCALE: N.T.S. 00203 PROTECTION 2 HR No. 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. Q RA li I.JM 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 LOCH LAKE PH 3 Name SANFORD, FL 28' TOWNS Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title TSHAFT LINER DETAILS AND SPECS Title Drawn CHRIS BERGERON Checked TF Y By Scale1/4"-1'-0" Sheet No. Date MARCH 2013 Project 10025 D2 No. FilNo. 10025 DETAILS APPROVED HDUSEWRAP \ OVER SHEATHING OVER WO STUD WALL LINE OF DOOR OPENING----••Tc---•il CUT HDUSEWRAP I �I LI I; I, LI I I , STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS N.T.S. CUT HOUSFWRAP AT 45" ANGI E MODIFIED "I- CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSI OVER SHEATHING STUD WALL INSTALL 6' WIDE SELF -ADHERING MEMRRANr FLASHING OVER NAILING FLANGE JAMES EXTEND MFMBRAI FLASHING MIN 1' SILL FLEXIBLE FL. FMPORARILY OLD -UP & SFC OUSEWRAP (OR LICK FLAP UNDI t HEAD FOLD HCx)SEWR AT JAMBS & S SLOPE SILL R.0 INSTALL SELF -AD MEMBPAI FLASH IN( NAILING HEAD EXTEND 'fr-AD MEMBRAP 1" MIN B FLASHIN( ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY ^M1 FASTEN FANNLD EDGE (CAP NAILS, STAPLES) IF REQUIRED BY FLASHING MANUFACTURER INSTALL 9• WIDF FLEXIBLE MEMBRANE FLASHING of SILL. EXTEND FLASHING UP JAMES 6" MIN STEP 3 FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD WINDOW APPLY I" NOM, CONTINUOUS BEA SEALANT AT JAM AND HEAD or AF TO BACK OF WIN NAILING FLANGE LINE W/ PRE -PUNCHED H OR SLO IS. INSTALL WINDOW PLUMB, LFVFL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS 1* WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT NTH ASTM 2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USFD 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. & INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS reere>l SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NUT UUMPATIBLE• 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 Or FRAME WITH SEALANT OR NON -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REOUIRED) FLEXIBLE FLASHING at SILL, FLLAH TO INTERIOR FRAMING. INTERIOR VIEW — — - STEP 7 1j 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 J" OSB SHEATHING TO EXTEND DOWN TO BOTTOM OF FLOOR TRUSS (SEE STRUCT. ENGINEER'S CONNECTION SCHEDULE. SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR UPLIFT CONNECTIONS r OSB SUBFLOOR GLUED & SCREWED 16" DEEP OPEN WEB FLOOR TRUSSES PER FLOOR TRUSS LAYOUT n PROVIDE 0.002in POLYETHYLENE FILM OR #15 FELT • BETWEEN TOP OF CONC. 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 CEMENTITIOUS APPLICATION. Il.e '' , CONNECTIONS (}" NOMINAL THICKNESS) J 7 g•' }" PAINTED DRYWALL (R-0.45) REINFORCED CONCRETE MASONRY UNIT FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) BLOCK WALL PER STRUCT. ENGINEER'S INSIDE AIR FILM (R-0.68) SPECIFICATIONS. rx1}" PRESSURE TREATED STRAPPING 0 24" O.C. (R-1,10) T -NAILED INTO BLOCK. INTERMEDIATE WALL SECTION ��J SCALE: N.T.S. ALUM. DRIP EDGE SET ROOF CEMENT & NAILI rx1}" BLOCKING PREFIN. ALUM. FASCIA VENTED SOFFIT. 36" WIDE UNDERLAYMENT INSTALLED WITHOUT WRINKLES OVER ENTIRE ROOF. USE ONLY ENOUGH NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES. PLACE UNDERLAYMENT ON TOP OF MTL. DRIP AT EAVES. ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH 'H" CLIPS & ANCHORED TO APPROVED ROOF TRUSSES ® 24"O.C, MAX. W/ 8d GUN PROVIDE 0.002in POLYETHYLENE FILM OR }'15 FELT BETWEEN TOP OF CONIC. BLOCK & U/S OF ROOF TRUSSES SEE STRUCT ENGINEERS DRAWINGS FOR UPLIFT CONNECTIONS FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT- CEMEN11TIOUS FINISH APPLICATION OVER GALV. MTL. LATH W/ }115 FELT PAPER OVER APPROVED HOUSEWRAP. (� NOMINAL THICKNESS) GARAGE 8" CONIC. MASONRY UNIT WALL (SEE ENGINEERS DRAWINGS FOR REINFORCING) IM3;* POURED CONCRETEON VARQ1JR-BARRF' a SRI 513 ZWUM Emil, nz� 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 ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH 'H' CLIPS & ANCHORED TO — APPROVED ROOF TRUSSES 0 24-O.C. MAX. W/ 8d GUN NAILS 0 6" O.C. 36" WIDE UNDERLAYMENT INSTALLED WTHOUT 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. MV��v1 Ste! 0 ATTIC VENTILATION (EDC—RBO6I MIN. VENT AREA OF 1:150 OF TOTAL ATTIC AREA OR 1:300 OF ATTIC AREA W/ MIN, 50% & MAX. 80% OF REQUIRED VENTS TO BE LOCATED MIN. 36" ABOVE EAVE IN UPPER PORTION OF ATTIC SPACE. INSULATION BAFFLE BETWEEN EACH TRUSS TOP OF BLOCK P�•�CH v NR PROVIDE MIN. R19 BATT INSUL & }' DRYWALL CEILING ALUM. DRIP EDGE OVER - - R��F INSULATION BAFFLE J"x1}" OVER 11"x52" SPR. `' BETWEEN EACH TRUSS PROVIDE 0.0021n POLYETHYLENE FILM OR g15 FELT U/S OF SOFFIT ' BETWEEN TOP OF CONC. BLOCK & U/S OF ROOF TRUSSES ALUM. DRIP EDGE SET INPLASTII i ATTIC ROOF CEMENT NAILED NAILED OVER } x1}" BOND BEAM FULLY GROUTED W/ CONT. HORIZONTAL N5 1._0. BLOCKING REBAR W/ USP HTA16 UPLIFT STRAP EMBEDDED 7" U/S OF SOFFIT DRYWALL CEILING INTO BOND BEAM. (SEE STRUCT. ENGINEER'S TOP OF WINDOWS 1'-p" 41" If SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION CONNECTION SCHEDULE) TOP WINDOW ir PREFIN. ALUM. FASCIAVENTED SOFFIT.PROVIDE VENTED SOFFIT INSTALLED PER MANUFACTURER'S 1' RAISED FRIEZE BD. W/ SMOOTH _ _ _ SD7 SPECIFICATIONS CEMENTITIOUS FINISH (PER ELEVATION) FINISHED TEXTURE COATING PER BUILDER " ' #5 VERTICAL REBAR IN CONIC. FILLED CELL PER STRUCT. SPECIFICATIONS OVER PRIMED 3 COAT CEMENTIT10US APPLICATION. SPECIFICATIONS & INSTALLATION INSTRUCTIONS ENGINEER'S DRAWINGS W/ MIN. 25. OVERLAP, rCD TO (}" NOMINAL THICKNESS) ° if CONT, ROD IN FOOTING &BOND BEAM 3 TYPICAL SAVE DETAIL SCALE: M.T.S. ROOF CONSTRUCTION ASPHALT SHINGLES OVER #15 FELT PAPER ON 7/16" OSB SHEATHING WITH "H" CLIPS ON APPROVED ROOF TRUSSES (SEE ROOF TRUSS DESIGNS & STRUCT. ENGINEER'S FRAMING SPECIFICATIONS) JL5 N TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. No.1 Revision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 C cc G/� TEL: (321) 288-6274 Di "g .es I se Vic N EMAIL: info@t-f-desfgn.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. �&A 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 28' TOWNS Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title WALL SECTIONS AND DETAILS By CHRIS BERGERON Bhecked TF Scale 1411_1,_011 Sheet No. Date MARCH 2013 ^ Project No. "// 10025 D _ �j Fil No. 10025—DETAILS P�•�CH v NR ALUM. DRIP EDGE OVER - - R��F INSULATION BAFFLE J"x1}" OVER 11"x52" SPR. `' BETWEEN EACH TRUSS FASCIA i ATTIC TOP OF PLATE PROVIDE MIN. R19 BATT INSUL. & U/S OF SOFFIT DRYWALL CEILING TOP OF WINDOWS 1'-p" 41" If SEE STRUCT. ENGINEER'S SPECIFICATIONS FOR CONNECTION REQUIREMENTS VENTED SOFFIT INSTALLED PER MANUFACTURER'S _ _ _ SD7 SPECIFICATIONS _-_ . INSTALL WINDOW PER WINDOW MANUFACTURER'S SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613,6 & R613.7,5 ¢� SECOND FLOOR 00 0 PAINTED DRYWALL 1j"x3j" STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) 3 BATT INSUL. FILLED (R-13) 5tt"" OSB EXTERIOR SHEATHING i.— FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER GALV. MTL. LATH W/ #15 FELT PAPER OVER APPROVED (—SD7,,) \ -' HOUSEWRAP. NOMINAL THICKNESS) FINISH SECOND FLOOR y OPEN 16" DEEP WEB FLOOR IRUSSES PE. FLOOR TRUSS LAYOU TOP OF C.M.U. WALL 1 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 j INSTALL WINDOW PER WINDOW MANUFACTURER'S j SPECIFICATIONS & INSTALLATION INSTRUCTIONS PER FBC-RES R613.6 & R613.7.5 ' I cc GROUND FLOOR I PTD. PINE WINDOW SILL OVER DOOR CASING TRIM BELOW PAINTED DRYWALL (R-0.45) � FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION R- 41 ACTUAL WALL THICKNESS I (•) INCLUDING STRAPPING, INSIDE AIR FILM (R-0.68) DRYWALL & r CEMENTITIOUS J"x1�" PRESSURE TREATED STRAPPING ® 24" O.C, (R-1.10) FINISH = 9" T -NAILED INTO BLOCK. 8" CONC, MASONRY UNIT WALL (R-1,11) FINISHED TEXTURE COATING PER BUILDER SPECIFICATIONS OVER PRIMED 3 COAT CEMENTITIOUS APPLICATION (12 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 4 FINISH GRADE LO ° a �/ PLASTER SKIM COAT OR 00 o .^ z a, , PAINTED FOUNDATION WALL a 3J" 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.) TYPICAL 2 STORY WALL SECTION SCALE: N.T.S. No.1 Revision I Date CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 C cc G/� TEL: (321) 288-6274 Di "g .es I se Vic N EMAIL: info@t-f-desfgn.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. �&A 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 28' TOWNS Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet Title WALL SECTIONS AND DETAILS By CHRIS BERGERON Bhecked TF Scale 1411_1,_011 Sheet No. Date MARCH 2013 ^ Project No. "// 10025 D _ �j Fil No. 10025—DETAILS UL U338 1 HOUR RATED NON-LOADBEARING PANEL 2X4'S FLAT WISE SPACED AT 24" O.C. 1 LAYER J" TYPE "X" GYP. BD. ON INTERIOR FACE AGAINST TRUSSES, 1 LAYER J" TYPE "X" EXTERIOR GYP SHEATHING CONTINUOUS UP ONTO FACE OF WALL. FIRECAULK SEALANT AT BOTTOM TO TOP OF CMU WALL 00 A 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 tit FINISH SECOND FLOOR TOP OF C.M.U. WALL SEE STRUCTURAL ENGINEER'S DRAWINGS FOR FOUNDATION CONSTRUCTION DETAILS FINISH SLAB ON GRADE 00 0 - FINISH GRADE � tib z PLASTER SKIM COAT OR PAINTED FOUNDATION WALL S RDF INSULATION BAFFLE BETWEEN EACH TRUSS ATTIC PROVIDE MIN. R19 BATT INSUL. & J" DRYWALL CEILING 1 LAYER 5/8" TYPE "X" DENSGLASS EXT SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SHEATHING FIRE CAULK JOINTS AND SEAMS SECOND FLOOR 1 HOUR RATED (0309) EXTERIOR FIRE WALL SEE SHEET SD6 J" TYPE "X" DRYWALL INTERIOR SIDE, 2X6 STUDS @ 16" O.C. (SEE STRUCT. ENGINEER'S ENGINEER'S DRAWINGS) BATT INSUL. FILLED (R-13) J" 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 LAYOUI _ , BOND BEAM FULLY GROUTED & REINFORCED (SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECIFICATIONS & UPLIFT REQUIREMENTS) REINF. PRECAST CONC. LINTEL FULLY GROUTED W/ CONT. 7 #5 HORIZONTAL REBAR (SEE STRUCT. ENGINEER'S DRAWINGS) GROUND FLOOR 1 HOUR RATED CMU WALL INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS REINFORCED CONCRETE MASONRY UNIT BLOCK WALL PER STRUCT. ENGINEER'S SPECIFICATIONS. CLEANOUT OPENING FOR EACH GROUT CELL NEWS! is A A •' '11111111% . 1 HOUR EXTERIOR WALL SECTION (TYP) SCALE: N.T.S. WOOD TRUSSES, GYPSUM WALLBOARD see layer S/a" type X gypsum wallboard applied at right angles to wood roof trusses 24" o.c. with 11/4" Type W or S drywall screws 24" o.c. Falx layer lite type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1 Tle Type W or S drywall screws 12" o.c, at joints and intermediate trusses and 1112' Type Q drywall screws 12' o.c. placed 2" back on either side of end 'pints. Joints offset 24" from base layer pints. Wood trusses supporting 1/2" wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. 9 FEI UL DETAILS DD Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25.72: ITS, 8-6-98 Design 14o. U301 Bearing Insall Rating - 2 HR. Finish Rating - 66, Afin. ---�--�-- i6" 0.C. I 16" Q.C,------- 1. Nirilhead s -Ex posed or covered with joint finisher. 2. Joints- Exposed or emvered nrith fiber tape and joint finisher. its an altunale, nominal 312 in. thick gypsum veneer plaster maybe applied to the entire surface of Classified veneer baseboard. Joints reinforced. 3. IwaRs- 6dcement coated nails 1 1 in. long, 10.0915 in. shank diam,1 4 in.,diam heads, and U cementcoated naits2-18 in. long, 0.113 in. shank dials, 9132 in. diam heads. 4. Gypsum Board - s 518 in. thick, two layers applied either horizontally or-m-ertically.. Inner byer attached to studs 1'ti di the 1-7a'S in. nails spaced ted in. CYC- titter layer attached tai studs over inner layer with the 2-3 [8 in. lone nat'ls spaced 8 in. OC. Vertical joints located over studs, Aril joints in face layers staggered with joints in base layRer& Joints of each base layer offset v ith joints of b>ase layer on ;apposite side. When used in widths other than 4S in., Mum board to be. installed horizmntallyr. '4'4'hen Stnel Framing Members" (Item b) are used; 'base Sayer attached to furrine channels with 1 in. long Type S bugle -head steel screws spaced max 24 in. OC face laymr attached txith 1-51S in. long Type IS bugte-head steel screws spiaced mai 12 in- OC. UL DETAILS J UL DESIGN U338 DOME. N,. U330. Sept or SNemMr t5, 3 10 Menbonrirq er ring wanN Rating Nmg -1 NIL (Ser I%- 2 and 2A) Finish Radial, - Dna Layer of wallboard - Mln. 20 Nle. TWO Layers of waMmrd - Mtn. 59 Min Lead Restricted for nJnedNn Apptlyaane - Dee aw SIIuyz 1. WOW Bbals - Nom 2 by 3 or 2 by 4 n., flat WM, spaced 24 in. O.C. Max, atedlNN Ahem nod 2. A P.em Beard• - Far N.""' g wn11 raring - One layer W 0/9 In. thick, gypsum board eaared to each Side of stud®. Gypsum III applied 11OH-tally o, w151 unI M adopted below, With vMkal Joints canNred on aI and moiled to studs and bI Pete 71n. O.C. wth so anent costed malls, 1.7/0 In. long, 0.0915 in, Shank dials and 1/41n. diem hood. All M aBematI, No. 6 bugle head drywall scrawl, 1.7/8 In. long, may to Mbot tuted for We rid comers coined halls. 2B. GYPSUM Daard• - (As an altemate o Nam 2, not shown) - For Nonbearino Wall rating - Any 5/8 in. truck gypsum panels SuPPNI by the Cloelned companies 801Noted below shown Gypsum Bo(CKNX) category. Applied horizontally a vertically and attached to ahos and beMrq Plates with 1-1/4 in. long hype W coarse thread gypsum panel steel screwy spaced a Max 8 In. OC, Win Iasi screw 1 In. Som edge or board. When used In Widths other than 48 In., gypsum board to be Installed horizEnMlty. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USE MEXICO S A 0E C Y 2C. Gypsum Board* - Same as Item 2B. For Bearing Wall rating - Additional layer of WE In. Mick, 4 R wide wallboard eastside of a bly. Attached to $tads over Inner layer B In. O.C. Max with 1.7/8 In. long Type W Wars, thread gypsum anty 5tad Pscrews. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO 110014/911000 A DE C 2D. Gypsum Bgatd• - (As an aNemate to Item 2, not shown) - For Nonbearing Wall in" - 5/8 In. thick gypsum panels applied horizontally or vertically ono attached to Studs and bearing plates with 1.1/4 In. long Type W coarse thread gypsum panel areal screws spaced a max 8 in. OC, with last screw 1 In, hom edge of board. When used In Widths other than 48 In., OYMM board to be Installed horizontally. AMERICAN GYPSUM CO - Types AGX-1, AGC CERTAINTEED GYPSUM INC - MPRs Type C or PmRoc Type X CSRTAINTEED GYPSUM CANADA INC - PI Type C M proRoc Type X TEMPLE-INLAND - Type TG -C 2E. GYPsum 00ed+ - Some H Rem 20. For Bearing WON rating - Additional layer of 5/8 In. thick, 4 t wide wallboard each side of assembly. Attached to studs over Wow layer 8 In. O.C. max with 1.7/6 In. "Type W coerce thread gypsum panel steel strews. AMERICAN GYPSUM CO - Type AGX-1, AGC CERTAINTEED GYPSUM INC - PrOROC Type C or PmoAoc Type X CERTAIMRED GYPSUM CANADA INC - Proltoe Type C or pmRoc Type X TEMPLE-INLAND -Type TG -C 2F. Gypsum BWrd• - (As En Remote to ARM 2, not shown) - For NEnbeaMp Wall rating - 5/8 In. thick oypwm Panels, With square edges, applied and & horizontally or vertically. Gypsum panels taetened to framing with 1-1/4 In. long Type W arse cothread gypsum panel steal Known spaced a max 8 In. OC, with last 2 screws 1 and 4 In, hon edge of brood or nailed as described In Item 3. When used In will" of Other than 48 In., gypsum boards are to be installed horizontally. TEMPLE-INLAND - Graeri Type X. TEMPLE-INLAND - Type X CemrartGuard Sound Deadening Gypsum Board. III wall and Pertltion Pocki and AcbareAea• - (As an stomata to Items 2 through 211) - Nonlal 5/0 In. thick, 4 t wide Panels, applied "Meaty and secured all described In Item 2 or 2A. SERIOUS MATERIALS INC - Types Q01011tock ES, Qulettock 527 3.Iolnta and Nall Nelda - Gypsum board pints of outer layer covered With paper tape and Joint compound. Nan heed$ of outer, layer coYOred with Joint compound. As on alternate, nam 3/32 In, thick gypsum vener piaster may be applied to the enure surface of Clmnined veneer baseboard with joints rvinforced wt I paper taps. 4. Sato and SlNftlizA - (OptionsQ - Max 1 In. thickness glen or miners) Aber bat IMulatlI Son B,Ib and Blankets* (8212) Category for "Imes M ClaNlned companies. 4A. Fib,n SpraI - As an aameto to Salts end Blankets (Item 4) - Spray applied allulose mponal. The Aber N applied with water to completely All the *"dONd cavity In accordance With the application lnsU-tions supplied with the product. Nonlnel dry density of 3.0 Ih/t1. Alternate application method! The Tiber Is opplied wish U.S. Gmeannber LLC Type ADI00 tot telt adhesive at a mammal ratio of one part adhesive ta 6.6 parts Ml to completely NI ON Encoded cavity In accordance with tat application InRnKtIona supoled with the Product. Nannel dry density of 2.5 NMt1. O S GREENPIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated MetMal) 45. Flbar, Sprayed+ - As an atemate to Botta and Blankets (Item 4) and Item 4A - Spray applied allulose insulation material. The Ober Is applied with water to Interior surfaces In accordance with ted application instructionssuppled with the product. Applied to coilplately All the aneocad cavity. Minimum dry density of 4.3 pounds per cubic ft NWWOOL CO INC- Wlulusa insulation 4C. Fiber, Sprayed* - As an alternate to Batt aW Blankets (ttem 4) - Spray applied aNulose Aber. The Aber Is aligned with water tocompletely All the endosed cavity In accordance with Me application InatnrctimM Supplied with the product The minimum dry density shall be 4.30 Ibvt2, TMURMATWMAL CELLULOSE CORP - C4ft -RL ng the UL CIMNfkation Mark - UL DETAILS GUL 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 PENETRATE SOFFIT PRE -FINISHED ALUMINUM SOFFIT AND FASCIA TO - MATCH I L-1 HOUR RATFD GA FILE NO. 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 PORCH OVERHANG DETAIL SCALE: N.T.S. No. Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. T Vl 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services `IPIIL: info@l-f-destgn,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. RA L?BSIGN STt1Dfp5 INC. 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Duadra 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 Df Quadra Design Studios Inc. Client project Vane LOCH LAKE PH 3 SANFORD, FL 28' TOWNS Copyright & Copy; © 2009 Quadra Design Studios Inc Sheet Title FIREWALL DETAILS AND INFO Dra3y ern CHRIS BERGERONTChecked TF Scale 1/4 11= 11-011 Sheet No. Date MARCH 2013 groject Vo. 10025 Q4 vo 10025 -DETAILS • DESIGN CRITERIA AND LOADS Building Code FASTENER TYPE 2010 Florida Building and Residential Codes ZONE DESIGNATION Code for Design Loads 0 - 20 fie 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 ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF -21.7 (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD..... 5 PSF WIND LOADING.................................................Cd = 1.60 ASCE 7-10,3S GUST........................................139 MPH BASIC WIND SPEED GARAGE DOOR PRESSURE EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF ........................0.18 FIELD. C&C DESIGN PRESSURES..............................(SEE TABLE 1) FLOOR LOADING .............................................. Cd = 1.00 TOP CHORD LIVE LOAD..................................40 PSF TOP CHORD DEAD LOAD................................10 PSF BOTTOM CHORD LIVE LOAD .......................... 0 PSF BOTTOM CHORD DEAD LOAD........................5 PSF DEFLECTION CRITERIA u- O p t -'i ROOF TRUSSES .............................................. LL/240 16 TL / 180 16 TL MAX 1" UP TO (18) 16d COMMON IN HEADER10) 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 (10) 10d COMMON IN BEAM TL/240 (4) Ya" x 2 Ya" TITEN SCREWS IN MASONRY TL MAX 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 FASTENER TYPE EFFECTIVE WIND AREA ZONE DESIGNATION IZ - Interior Zone (psf) EZ - End Zone (psf) 0 - 20 fie +20.9 -22.6 +20.9 -27.9 21 - 50 ft2 +19.9 -21.6 +19.9 -25.9 51 -100 fte +18.7 -20.4 +18.7 -23.5 101 .200 fie +17.7 -19.5 +17.7 -21.7 p C13 SHINGLE ROOF DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL 16 VINYL SOFFIT MAX PRESSURE (psf) +20.9 -27.9 GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3,4 J FASTENER TYPE BEARING CONDITION WALL HEIGHT BRITTLE VENEER MIN 15/2' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR C11g' 24/16 U (EXCLUDING BRICK VENEER) INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE w (NOTE 8) FIELD. 2x4 BLOCKING IS REQUIRED AT UNSUPPORTED PANEL EDGES. - - - Z2x4 O NO.2 SPF 16 U 12 MIN %e' CATEGORY 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG p C13 SHINGLE ROOF DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL 16 16 EDGES, 6" O.C. IN THE FIELD. (%e' 24/16 SHEATHING MAY BE USED ON 1 -STORY ROOF) 8w O 12 w wz CU 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 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. 2x4 SPF STUD 3/" 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 %" COOLER -- NAIL OR NO.6 x 1 Y4" LONG SCREW: 4" O.C. AT EDGES, 8" O.C. IN FIELD. PLYWOOD O0 FASTENED w/ 8d COMMON: 3" O.C. AT EDGES, 12" O.C. IN FIELD. NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN %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 DIAPHRAGM 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 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 11 1 DIAMETER LENGTH NOTE 1 FASTENER TYPE BEARING CONDITION WALL HEIGHT & STUD TYPE 2-Y2" 8d RINGSHANK 8 FT 9 FT 10 FT 11 FT 12 FT } 2x4 SPF STUD 16 12 - - - Z2x4 O NO.2 SPF 16 16 12 - - O (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 16 16 16 16 12 w 2x6 SPF STUD, 2x6 NO.2 SPF CU 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 10d x 1 Y2' IN TRUSS 4" WET EMBED IN GROUTED BLOCK WALL MSTA36 (13) 10d COMMON EACH END 0 2x4 SPF STUD 12 -- -- -- -- O0 2x4 NO.2 SPF 16 16 12 -- - u- O p t -'i (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 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 11 1 DIAMETER LENGTH NOTE 1 NOTES: PRESERVATIVE FASTENER TYPE 8d COMMON 0.131" 2-Y2" 8d RINGSHANK 0.113" 24/e" 10d x 1-Y2' 0.148" 1-y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-Y4" 16d SINKER 0.148" 3-Y4" 16d COMMON 0.162" 3-3/2" NOTES: PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SILL PLATE w/ SODIUM NOT RECOMMENDED. BORATE (NOTE 1) STAINLESS CONNECTORS AND HTT4 FASTENERS REQUIRED. CS18 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. s 1ST FLOOR 2ND FLOOR 4.0 FTEND ZONE (NP) DESIGNATION .0 FT END ZONE 4.0 DESIGNATION MASONRY NOTES 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)Y4" x 1 Y" SDS SCREWS IN STUD H3 (4) 8d IN TRUSS/RAFTER (NOTE 2) 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS NOTES: 1. SILL PLATES BEARING ON CONCRETE OVER VAPOR BARRIER (4) 8d IN PLATE HTT4 (18) 0.162" x 2 %" IN STUD/BEAM/TRUSS, CS18 (9) 10d COMMON EACH END OF STRAP SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND ST-5......................:TYPICAL WALL SECTION SHEET HTT5 (26) 0.162" x 2 %" IN STUD/BEAM/TRUSS, MTS12 F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE 5/" 0 x 6" EMBED ANCHOR IN CONCRETE (NOTE 1) L 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE HDQ8-SDS3 (20) SDS Y4" x 3" SCREWS IN STUD GROUP BEFORE APPLICATION OF PROTECTIVE COATING. NON -CORROSIVE TO CARBON STEEL FASTENERS. 7/" DIA.x12" EMBED ANCHOR IN CONCRETE I CU 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 10d x 1 Y2' IN TRUSS 4" WET EMBED IN GROUTED BLOCK WALL MSTA36 (13) 10d COMMON EACH END J (12)16d COMMON & 5/" x 7" DRILL & EPDXY A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. (7) 10d COMMON IN WOOD FRAMING (4) Y4" x 2 Y4" TITEN SCREWS IN MASONRY ASU66 (12) 16d COMMON & 5/g' x 7" DRILL & EPDXY MSTCM60 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS (NOTE 6) (12" EMBED AT GARAGE DOOR RETURNS) O (14) Y4" x 2 Y4" TITEN SCREWS IN MASONRY SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. (14)16d COMMON IN HEADER s 1ST FLOOR 2ND FLOOR 4.0 FTEND ZONE (NP) DESIGNATION .0 FT END ZONE 4.0 DESIGNATION MASONRY NOTES 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)Y4" x 1 Y" SDS SCREWS IN STUD H3 (4) 8d IN TRUSS/RAFTER (NOTE 2) Y " x 6" EMBED EPDXY OR SCREW ANCHOR ST -3 ......................1 (4) 8d IN PLATE HTT4 (18) 0.162" x 2 %" IN STUD/BEAM/TRUSS, CS18 (9) 10d COMMON EACH END OF STRAP (NOTE 2) 5/" 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) LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE HDQ8-SDS3 (20) SDS Y4" x 3" SCREWS IN STUD GROUP MSTA24 (9) 10d COMMON EACH END 7/" DIA.x12" EMBED ANCHOR IN CONCRETE I CU META20(7) 10d x 1 Y2' 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) Y4" x 2 Y4" TITEN SCREWS IN MASONRY ASU66 (12) 16d COMMON & 5/g' x 7" DRILL & EPDXY MSTCM60 (26) 10d COMMON IN WOOD FRAMING (NOTE 6) (12" EMBED AT GARAGE DOOR RETURNS) O (14) Y4" x 2 Y4" TITEN SCREWS IN MASONRY HU48, HUC48, HU28-2, HUC28-2 (14)16d COMMON IN HEADER HTS20 (12) 10d x 1 %" IN TRUSS/RAFTER NOTE 7 (6) 10d COMMON IN BEAM" LL - (12)10d x 1 / IN STUD HU410, HUC410, HU210-2, HUC210-2 (18) 16d COMMON IN HEADER10) HTSM20 10d COMMON IN TRUSS/RAFTER NOTE 7 (10) 10d COMMON IN BEAM (4) Ya" x 2 Ya" TITEN SCREWS IN MASONRY HGA10KT (4) SDS Y4" x 1 Yz" SCREWS IN TRUSS/RAFTER H2.5T (5) 8d x 1 Y" IN TRUSS ( a (4) SDS Y4" x 3" SCREWS IN TOP PLATE (5) 8d x 1 Y" IN TOP PLATE O (4) SDS Y" x 1 Y" SCREWS IN TRUSS/RAFTER H8 (5) 10d x 1 %" IN TRUSS HGAM10KTA (4)Y4" x 2 3/4" TITEN SCREWS IN MASONRY (5) 10d x 1 V" IN PLATE TSP (9) 10d x 1 %" IN STUD (6) 10d x 1 Y" IN PLATE NOTES: 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES Y4' 0 x 2 3/" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4" 0 x 1 3/4' 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 IN A 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, INA HOLE Ye" 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. OPENINGS > 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. SHEET INDEX 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 UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, LINO. (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LVL 1.9E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM BOTTOM PLATE ANCHORAGE IS %" ANCHOR @ 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 w V ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN DTT2Z O 1-- 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 1ST LEVEL STUDS/HEADER/BEAM. • "ATC" REQUIRES 3/" 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 CMU/COMBINED SHEAR & UPLIFT WALL PANEL N N CO U) p'. M 0 J U 00 � L .� Q�.• SNS CIO 04 q a- z N _ U .. ' . r - r wr Q Ij 00 i 0) I CU CN n' 04 M O _I LL - W _j Z Ftl ( a O CO k U Ott Wr" U) 3. q 3A O Q ' z fr z 4 O CO LA Z Zp aE3 0 QZwmui ' Q O fA O W w Q Z t}~ p,0 =UYi•-0 W0 Lo tn00Z F-zownw13 omw ~ 0. ww -OM<w<3w0 O Oaw0U Z w 0 wWw� CAU0 0awm hmH° W - a � ZmOa}WWPNMm.-ww W QIL <Egtl1iW WOIF-NWQ Z <I Injmm i,-mzW44. o�Wa=M -D wjoam m L7 Q V U W Z W W Z m O Q LL o Z W R-aw�f-zu. wLLD W wwz waw�am m �`z Z W0: ( II-00HZInww Z I} Z Q 0 Z Z J 0 0 0 F W Z o --a Q D W WWl0Q190zm?NRQ1m.z3:i w Wl"- El _ Q iF=ZZIOQ[P]W�0:iEl t F-zUQ�F-Ypzwo0 Za 06 -Do 0-z3:a.M<i1Znct J LL Z SHEET NO.: o ST -1 F_ o STRUCTURAL rL SPECIFICATIONS 0 JOB NO.: C' AB2380 Q SUBDIVISION: R Loch Lake J LL QLOT NO.: z 45-41 0 FLOOR PLAN: o Building 9 O Z DESIGNED: v SCP/JEF W F'- REVIEWED: DBM xQ REVISIONS DATE Q m W z x t, W z CO M O PEXU F- F - e LL ST �'�`._I. .� Q�.• SNS z N _ U .. ' . r - r wr r O Ij 08-06-2013 CONTROL JOINT (CJ) NOTES: 1. TIMING • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT. AS SOON AS THE CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE ADEQUATE PROTECTION AGAINST "RANDOM" CRACKING. 2. DEPTH THE CUT SHOULD BEAT LEAST 1" DEEP, BUT NOT MORE THAN 1 Y4' DEEP. 3. SEALING THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. 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 2004 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: AA8"x8" DEEP THICKENED EDGE W/(1)#4 CONT 12" DEEP FTG W/#4 @ 12" B EW UNDER BOX COLUMN 16"SQxl2" DEEP FTG W/ C (3)#4 EW Q24"SQx20" DEEP FTG W/ D (3)#4 EW 30"SQx20" DEEP FTG W/ E (4)#4 EW AF36"SQx20" DEEP FTG W/ (4)#4 EW QG 48"SQx24" DEEP FTG W/ (5)#4 EW, T&B O N 0 �0) �co � M 0 LL �� Q N L CD ca N 00 Q •� o .�C •_ rn � Q. N N 0 M O J LL. W J 0 ,^ M1, c i f1't ¢ >tl N O Mgt W ;k � Y , «a 4 p 1 i Y 1 Z C 0 D'^ C0 L Z Q] m OWWQZ m°°? I- Z 0 N O W WV W w I -WW �OmQ�QjWO R O W W M J� O m m 0 o Z OD Ww 0 W WI-mtW C0Zmma>.WWFWJm0Z° U W < F-4 mIW WNHNWm m W F- 0 U Z alO-mjmw -Pmzw Ii cn �� ° 13zLLCL10 ° �WWILIM-°bJB<m m (9QmUW0WW0mOQ Z W i�oW�zQPWm`-`M° W W W Z K Q W U Q IX m W Z Z W W<mwIF-OVHZNWW ZI}ZQ0ZZJ❑0(9FW0 19 z Z Z°04mZ-�QmZ3=PQ W W ,� - W F- F W tl 4 Z ] N Wix G7 ❑ I-HIZ�I-�]Z WO��jta-� .0Waa °aP°� z°0g �aE-z Mm<a F-00 J L,L Z SHEET NO.: 0 ST -2 o FOUNDATION PLAN 0 JOB NO.: AB2380 SUBDIVISION: o Loch Lake J LL V LOT NO.: z 45-41 FLOOR PLAN: o Building 9 0 Z DESIGNED: 0 SCP/JEF w i'- REVIEWED: DBM ¢ REVISIONS DATE i - m W Z WF. r� Z D 00 I_ I- ci PEX ,7 • I, LL ¢ _.�II�IIIIU• • q,5 . r p N0 Z U OF .. 3/1611 11 011 9 .� a ��° .......` FOUNDATION PLAN �- Der2i1�` , ¢ P.E. No. CMU/COMBINED SHEAR & UPLIFT WALL PANEL 08-06-2013 0 SI TI SI BOND BEAM REINFORCEMENT (SEE WALL SECTION) w 0 FILL SOLID TO BOND BEAM L (1) #5 CONTININUOUS IN PRECAST LINTEL 8FX-1B/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 LINTEL SCHEDULE CAST -CRETE, WEKIWA, OR LOTTS CONCRETE PRODUCTS REINFORCED CONCRETE BEAM LINTELS (OR EQUIVALENT) LINTEL N0. MAX CLEAR OPENING LINTEL DESCRIPTION COMMENTS L-1 16'4" 8F32-1B/1T PRESTRESSED L-2 4'-6" 8F16-1B/1T ^/C�U L-3 2'4" 8F16-1B/1T LL. L-4 V-0" 8F16-1B/1T L-5 6'-0" 8F16-1B/1T L-6 3'4" 8F16-1B/1T DOWEL AND LINTEL PLACEMENT PLAN 3/1611= 1' 0" CMU/COMBINED SHEAR & UPLIFT WALL PANEL C) N 4 W T 00 vJ .0 N 0 LL CO O w L C) 04 ^/C�U LO LL. > N 00 < I ca 'I m N N 0 M O J LL w CO N Wj. 11", r751 o- 9 ;r w ! co k'rr4" 0 d� 0 �. r D Z i 0 ti QD m� DW�Q= LLL =U�[Hp W0 N0Ir 1-Z0maWElEn0: ti Q a w Z 0 mm 4 mm Q m w 0 0 ,�jW2> pmWWLL M0L3I0 Z OaWM III W—OIY Zm M>.Ww1"NNmOZv a Q 0 m I w W m F-- W W Z Q=1-m°��1�-►It 1-MZWaw 0Q a � p�ZF-ZWOZU'XWIp� W pQ ZQiy QXWOWFO-=QpZ w R W 0 w X Q Z a Q w m w w - W Ix Z ZW w[LMzZ�1_ZmwwZ to z}ZQ 00a w 0--a Q p w Ww°�mZW�Q1-Wa!�a w�O L7 w(3 m1awtit] ¢ =F=ZZx oWw_pwQmQ f.zL1<0 LI ElH°11 WazJ O nI-?3cvamaoro�-Znn J LL Z SHEET NO.: 0 ST -2A DOWEL PLACEMENT PLAN 0 JOB NO.: v AB2380 SUBDIVISION: o Loch Lake J U_ LOT NO.: z 45-41 FLOOR PLAN: 0 Building 9 0 Z DESIGNED: 0 SCP/JEF w F- REVIEWED: w DBM a ¢ REVISIONS DATE } m 0 w Z e �b 0 W Z � A C0 D OPEX_ Lr r U 1' x, 1 ; r LL. �'� � S'fK3L1Gi-URAL 1 ~, QGIv ✓C�•r�� S E ,, _ • cs w A *� .w of w''•.,. Flo ,.•�� es��e�s r U •� ROOF FRAMING KEYNOTES —� J NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN FOA 49-0 1. TYPICAL BEARING BLOCK C) Lf) • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH N Q. DIMENSION OF TRUSS MEMBER. (V 22,-0" • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J 9 L BOTTOM CHORD W/ (3) ROWS 10d 0 4" O.C. STAGGERED. QD F08A 2. LEDGER FRAMING NOTES: - • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT F08 w EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING) L N • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED _F08A 3 LOCATIONS ON PLAN M • SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER PROTECTION AGAINST CORROSION J • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK ICU U— LEDGERS SHALL BE SECURE TO WALL FRAMING WITH 'O^ vJ a" WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT 3 m LL FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY, O Q) L— C) N —� J CU FOA 49-0 • FASTEN "SLEEPERS" TO EACH TRUSSIRAFTER W/ (3) 16d 2x8 I 2x8 2x10 Lf) COMMONS MIN. 15'-5" 19'-11" 23'-9" Q. • EACH RAFTER TO "SLEEPER" W/ SIMPSON MTS16 UPLIFT (n 22,-0" CONNECTOR. J 9 L • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.i L F08A • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Q 00 F08 N L cc F11 _F08A 3 C).�C F08 I I ICU 7 N a" F08 j=tjL 3 m LL mCno 17 N o_ tL L 0 F08 M O Ict F06A _I F19 19 LJ.. 3.5-0 W 06clj 3. OVERFRAMING NOTES —� J • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED (2) 2x4 SPF MIN. FOA 49-0 • FASTEN "SLEEPERS" TO EACH TRUSSIRAFTER W/ (3) 16d 2x8 I 2x8 2x10 C6 COMMONS MIN. 15'-5" 19'-11" 23'-9" 26'-0" • EACH RAFTER TO "SLEEPER" W/ SIMPSON MTS16 UPLIFT (n 22,-0" CONNECTOR. J 9 L • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.i F11 F08A • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Q RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. F08 2x10 NO.2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL w/ (6) 10d FIRST LEVEL ROOF FRAMING PLAN 2x10 NO.2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL w/ (6) 10d 2x10 NO.2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL w/ (6) 10d 3/1611= 1' 0" RAFTER SPAN SCHEDULE O.C. SPACING FOA 49-0 2x8 I 2x8 2x10 C6 12" 15'-5" 19'-11" 23'-9" 26'-0" F08U 13,-4" IT -21" 20'-7" 22,-0" 24" J 9 L 00 CD F11 F08A 3 F08 N L cc F11 _F08A 3 F08 I F08 7 F08 j=tjL 3 m LL mCno 17 LL Lj o_ tL L F08 F07A F06A If F19 19 3.5-0 06clj F05 F05A n -n FO 3-5-0 3.5"0 3 M .P Tpp7 P g F11 11 F11 _- F11 12 1.10-8 F11 11 12 x8 NO.2 SYP ROOF LEDGER, SEE NOTE 2 -2'. 2x6 a6FED ER, EE NOTE 2 a2 -- - 2x6 NO.2 SYP ROOF LEDGER, SEE NOTE 2 TI N LU w w L M �i LU ILLI LU ch G OO FOIAItz � � �r'a u' T LL LL U- LL LL -T13-- Ll 19-0-0 V L FOIA FOIA 8.2-0 LL- 8-M N 8-2-0 aeu'� Li. LL 13LL- 13.24 Z 19-0-0 LL It LJ 1.6.0 FOI 19-10-0 I-Oi 9.10-0 13-2-0 19.6-0 1.6.0 12" 2x10 NO.2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL w/ (6) 10d FIRST LEVEL ROOF FRAMING PLAN 2x10 NO.2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL w/ (6) 10d 2x10 NO.2 SYP RIBBON BOARD, FASTEN TO EACH FLOOR TRUSS END VERTICAL w/ (6) 10d 3/1611= 1' 0" r D CO LO ti W W Z f 0 IL L3 a o ~ 0 jOV�-a `W L 0 J0Ix PW0 JOWL]ZIt at~a" ZOmQ�a0WLL O WWmi o �? O o� ixLL LL a J N Z W00 L 3 LL 00 I STRUCTURAL KEYNOTES (CMU) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O N 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N OPENINGS. A' 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. Y=/ 0) 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:/� A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U) F_ BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d (9 3" O.C. •• (V B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH L (� FLOOR DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. 4_0 J /'0^ LL U) O CU U) �.. 00 Q o �C N Q c� O J LL U J Z Cq O 1 j � O W r Z D p 0 Z 70 IL o aZIxifrri f~ LL p Iv�Opww0 JO0: I -W0 WEl0)It O b�m> Z— aOEm -OL10i0 wWM — p Z 00.wW0 WWJo U air (n puma Z�F: }wZl-0 (� QaoQbmIwyWM U)ww WF 0 U� Z a=❑QOaMI-�MZW<L CQ awWa=�o-owwoa� m O Q 0 U U Z w w Z W O Q i w ZZ< W, OOF-O-ILOZ W WWZw�(QwEl ILZ �Q W U7N Z WW �aiFZp—F,ZOWW Z Wwoamz�'WQFz3''a W ZOi —W� ulLd<m Q IQz>zlwE3W0!1 111 - FZul( U OI�WWZ.( p Q 0 [0 w re 31-�3N0.(n aL9H�UU J LL Z SHEET NO.: 0 ST -4 o STRUCTURAL FRAMING PLAN 0 JOB NO.: U a AB2380 SUBDIVISION: o Loch Lake J M LL ST -8 Q LOT NO.: z 45-41 0 FLOOR PLAN: Building 9 O Z DESIGNED: w SCP/JEF F— REVIEWED: w DBM REVISIONS DATE '7 m W Z WW ". C � Z _O PEX c1`111111STPU111 X11 I ,, ') .� �J.• No 714 � r w •: ,� 0 R\ Ca X %% CMU/COMBINED SHEAR & UPLIFT WALL PANEL ¢ P. •11��`1/�457 0E-06-2013 SECOND LEVEL STRUCTURAL FRAMING PLAN 3/1611= 11 011 ROOF FRAMING KEYNOTES J J Q C NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN TO BE PLANK -ORIENTED (2) 2x4 SPF MIN. 2x6 2x8 2x10 1. TYPICAL BEARING BLOCK • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d 0 26'-0" • BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH 0 CV • EACH RAFTER TO "SLEEPER" W/ SIMPSON MTS16 UPLIFT DIMENSION OF TRUSS MEMBER. /r N Y • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. "N BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. Q a) RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. 2. LEDGER FRAMING NOTES: It 0) • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT 12" 12'-5" 19'-8" 25'-8" co EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 11'-3" 17'-8" 23'-4" 26'-0" 24" 24" O.C. SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 23'-11" " N LOCATIONS ON PLAN (Y� • SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER PROTECTION AGAINST CORROSION _j • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK 0 U— LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. O 04L ONO J J Q C LUMBER SIZE TO BE PLANK -ORIENTED (2) 2x4 SPF MIN. 2x6 2x8 2x10 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d C 26'-0" COMMONS MIN. 0 22--0- • EACH RAFTER TO "SLEEPER" W/ SIMPSON MTS16 UPLIFT N /r 13- Y • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. "N 04 Q C—)M O RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. J It 2x4 2x6 2x8 LL 12" 12'-5" 19'-8" 25'-8" 26'-0" W 11'-3" 17'-8" 23'-4" 26'-0" 24" 3. OVERFRAMING NOTES J J • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. • ALL "SLEEPERS" LUMBER SIZE TO BE PLANK -ORIENTED (2) 2x4 SPF MIN. 2x6 2x8 2x10 • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d Z 26'-0" COMMONS MIN. 0 22--0- • EACH RAFTER TO "SLEEPER" W/ SIMPSON MTS16 UPLIFT 10'-11" 14'-1" 16'-10" /r CONNECTOR. Y • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Q t RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. LUMBER SIZE SECOND LEVEL ROOF FRAMING PLAN 3/1611= 1' O" a r D C0 LO d' 0 Z i p h Qp m0 a 0WQZ W D j a v- 0 W OMOD_ J kT F-IZ(3 WLJ)MIr Q� F- IrW w —z 0 m Q m Q O w O Z OaWO W W.it WJ�LU11 ) 13 CO Oma Z�F" }wZF„p w Qa.�Q L70)=W W U) w W F- 0 Lam Z QIFmjmO:�F=-MZw4w Cl) F-�0<00.O asX -0 0 w w a z m w 0 W W O Qit ZZQKHOpWO1 N=QiOZ W WWZwXQWEl<w Z Z ZI�wQmZZJEl0tF-wZ Z 0--d Q 0 Z W°Damz-wQFz3z�a w W ZOi —wo ywQ F- - ¢ =Qz}zi�bLim owF-Q� � O W Q i� 'mol W W Z, O �nF-?3Lvar�nQoriF--U 3 i LL Z SHEET NO.: 0 ST -4A o ROOF FRAMING PLAN 0 JOB NO.: Q AB2380 SUBDIVISION: o Loch Lake U- LOT NO.: z 45-41 FLOOR PLAN: o Building 9 0 Z DESIGNED: v SCP/JEF w F— REVIEWED: DBM ¢ REVISIONS DATE m 0 w Z 0 W Z ei 1 VJ�� D L_0 _r p PEX U TRUSS ENGINEERING NOTES: LL • •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. CMU/COMBINED SHEAR & UPLIFT WALL PANEL NG 714 a z X l y �� '••FL O R��t' .` ¢ ##E�NA�i145�E. A 08-06-2013 RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x6 2x8 2x10 2x12 12" 15'-5" 19-11" 23'-9" 26'-0" 16" 13'-4" 17'-3" 20'4" 22--0- 24" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 12'-5" 19'-8" 25'-8" 26'-0" 16" 11'-3" 17'-8" 23'-4" 26'-0" 24" 9'-10" 15'-6" 20'-1" 23'-11" 10 L. L./5 0. L. #2 SYP SECOND LEVEL ROOF FRAMING PLAN 3/1611= 1' O" a r D C0 LO d' 0 Z i p h Qp m0 a 0WQZ W D j a v- 0 W OMOD_ J kT F-IZ(3 WLJ)MIr Q� F- IrW w —z 0 m Q m Q O w O Z OaWO W W.it WJ�LU11 ) 13 CO Oma Z�F" }wZF„p w Qa.�Q L70)=W W U) w W F- 0 Lam Z QIFmjmO:�F=-MZw4w Cl) F-�0<00.O asX -0 0 w w a z m w 0 W W O Qit ZZQKHOpWO1 N=QiOZ W WWZwXQWEl<w Z Z ZI�wQmZZJEl0tF-wZ Z 0--d Q 0 Z W°Damz-wQFz3z�a w W ZOi —wo ywQ F- - ¢ =Qz}zi�bLim owF-Q� � O W Q i� 'mol W W Z, O �nF-?3Lvar�nQoriF--U 3 i LL Z SHEET NO.: 0 ST -4A o ROOF FRAMING PLAN 0 JOB NO.: Q AB2380 SUBDIVISION: o Loch Lake U- LOT NO.: z 45-41 FLOOR PLAN: o Building 9 0 Z DESIGNED: v SCP/JEF w F— REVIEWED: DBM ¢ REVISIONS DATE m 0 w Z 0 W Z ei 1 VJ�� D L_0 _r p PEX U TRUSS ENGINEERING NOTES: LL • •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. CMU/COMBINED SHEAR & UPLIFT WALL PANEL NG 714 a z X l y �� '••FL O R��t' .` ¢ ##E�NA�i145�E. A 08-06-2013 , 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 SDWClWW SCREW) -TOP PLT TO STUDS/HDR w/ SP2 C 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32.O.C.) EVERY OTHER STUD AND EVERY KING STUD TO FRAMING BELOW W! MSTA36 OR CS16 (WHEN FLOOR SYSTEM EXCEEDS 18" DEPTH, USE CS16 EXCLUSIVELY) FLOOR TRUSS BY OTHERS TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), LINO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) TOP PLT TO STUDS/HDR W/ SP2 a 32" O.C. (OPTIONAL SDVVC15600 SCREW 0 32" O.C.) BLOCKING AT PANEL EDGES TYPICAL EXTERIOR WALL SHEATHING SHEATHING TRANSFERS__\ UPLIFTII I 12X4 NO.2 SPF 24 COMMON BOTTOM 6" O PLATE W/ NO SPLICES FLOOR TRUSSES. ES WITHIN FIRST 4'0" FROM CMU. TYPICAL FLOOR DECK 1ST LEVEL FLOOR TRUSSES ONLY: EXTERIOR HEEL W/ 2x4 RIBBON BOARD AT TOP AND BOTTOM i� I4 I I I I I I I (2) COURSE BOND BEAM W. NO.5 CONT. I I IN EACH COURSE AS SHOWN I I I L — A ----- ---J 16 8'-1" ABOVE F.F.E. 3 2x6x12 PT CENTER BUCK 8'-1"ABOVE F.F.E. I 4'-9" ABOVE F.F.E. 9/s" DIA. ANCHOR 2x4 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 32" x Via"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 TO RIBBON BOARD MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK W! tOd COMMON @ e" O.C. OR 1 1i" 2x4 DIAGONAL BRACE C MAX 3" 5" 48" O.C. W/ (3) 10d COMMON 3 y„ VERTICAL WALL REINFORCING TOE -NAIL AT EACH END. WALL SHEATHING TO BOTTOM 3 3/" 3 %" PLATE W/ 8d COMMON 0 3" O.C. 2 Y4" PER DOWEL PLACEMENT Q CONTINUOUS 2x4 RIBBON BOARD }" BETWEEN BOTTOM OF WOOD PANEL PLAN, SHEET ST -2A .Y AND CENTER OF FASTENERS. J" MAX GAP BETWEEN BOTTOM OF PANEL AND TOP OF SLAB. _++ SHEATHING TO FLOOR TRUSS BOTTOM �~ MOISTURE BARRIER BETWEEN CHORD W/ 8d COMMON 0 3" O.C. • MASONRY AND NON -PT LUMBER N Q BY OTHERS .�.� (2) COURSE CMU BOND BEAM W/ FLOOR TRUSS TO BOND BEAM W/ META20 ♦I #5 CONTINUOUS EACH COURSE C 32" O.C. W/ MIN (7) 10d x 1Y" �O I: (NOTE: IF META20 IS IMPROPERLY .• VERT. REINFORCING TO HAVE LL INSTALLED, ATTACH TRUSS TO BOND 6" BEND INTO BOND BEAM BEAM W/ 1/2"x 6" EMBED DRILL & EPDXY I OR TITEN HD ANCHORS w/ 3" SQ x Y4" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN THICK WASHER a 24" O.C.) PREFAB WOOD FLOOR TRUSS. SEE FRAMING PLAN I FLOOR TRUSS TO BOND BEAM W/ META20 W/ MIN (7) 10d x 1Y" (NOTE: IF META20 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO 8" PARTIALLY GROUTED I BOND BEAM W/ HTSM20) BEARING WALL SECTION GENERAL NOTES APPLICABLE TO ALL: TYPICAL EXTERIOR WALL SECTION 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO 2 SYP FASTENED W/(2) ROWS 10d COMMON @ 12" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (16)10d COMMON IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST -1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST -1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST -2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. ALT. WALL SECTION AT FLOOR PARALLEL FLOOR TRUSS CONDITION (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) TOP PLT 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. POURED CELL w #5 BAR CONT. FROM BEAM TO FOOTING STEP DOWN TIE -BEAM TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) WALL SHEATHING TO TOP PLATE W/ 8d COMMON C 3" O.C. PANEL SPLICE LOCATION PROVIDE BLOCKING TO FIT TIGHT BETWEEN STUDS OR PANEL JOINTS. BLOCKING TO BE 7/8" 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. GARAGE SHEAR PIER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM -PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) NO.5 VERT. BAR IN FILLED CELL AT GARAGE DOOR OPENINGS NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER CONT. NO. 5 DOWEL UP FROM FOOTING W/ 24" LAP. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN • (1) #4 OR #5 BAR AT CORNERS � MIN. 24" LAP #5 CONT , ■ 8" CMU :.. BEAM BOND BEAM REINFORCING .. CORNERS DIST. FROM DOOR JAMB I WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK EXTERIOR CMU WALL W/ OR 1 1i" PER MANUF. 3" 5" 1 Y„ 3 y„ VERTICAL WALL REINFORCING 5" 1 13/e" 3 3/" 3 %" 6" 2 Y4" PER DOWEL PLACEMENT Q •j.d PLAN, SHEET ST -2A .Y •� PROVIDE DOWELS TO MATCH VERTICAL WALL N Q REINFORCING W/ MIN 24" LAP M I (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, �O J LL DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) BOTTOM PLATE ANCHORS NOTES • EACH SILL PLATE SHALL HAVE A MIN. OF (2) I BOTTOM PLATE ANCHORS. �* I EVERY OTHER STUD & EACH KING • INSTALL ANCHORS WITHIN 12" OF EACH END z I I FOOTING AND SLAB PER STUD TO BOTTOM PLATE W/ SP2. OF SEGMENT (BUTT JOINTS). FOUNDATION PLAN (OPTIONAL SDWC 15450 Q 32" I I O.C.) e.Q...d 'A °' �� BOTTOM PLT ANCHOR )2" THREADED ROD W/ MIN 4" EMBED W/ NUT \ \\\�� • •• ` & WASHER IN SIMPSON IE • • %��\\\/ ADHESIVE ANCHOR @ MAX 48' OTC I OR Y2"WEDGE BOLT W/ MIN 4Y2" EMBED W/ WASHER C MAX 48" O.C. TYPICAL INTERIOR LOAD BEARING WALL SECTION GENERAL NOTES APPLICABLE TO ALL: TYPICAL EXTERIOR WALL SECTION 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO 2 SYP FASTENED W/(2) ROWS 10d COMMON @ 12" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (16)10d COMMON IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST -1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST -1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST -2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. ALT. WALL SECTION AT FLOOR PARALLEL FLOOR TRUSS CONDITION (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) TOP PLT 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. POURED CELL w #5 BAR CONT. FROM BEAM TO FOOTING STEP DOWN TIE -BEAM TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (OPTIONAL SDWC15600 SCREW) WALL SHEATHING TO TOP PLATE W/ 8d COMMON C 3" O.C. PANEL SPLICE LOCATION PROVIDE BLOCKING TO FIT TIGHT BETWEEN STUDS OR PANEL JOINTS. BLOCKING TO BE 7/8" 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. GARAGE SHEAR PIER VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN 6" BEND INTO BOND BEAM -PRECAST LINTEL SEE PLAN EXTEND REINFORCING TO END OF PIER W/6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) NO.5 VERT. BAR IN FILLED CELL AT GARAGE DOOR OPENINGS NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER CONT. NO. 5 DOWEL UP FROM FOOTING W/ 24" LAP. MIN 6" BEND AT BOTTOM. CONCRETE FOUNDATION WORK PER PLAN • (1) #4 OR #5 BAR AT CORNERS � MIN. 24" LAP #5 CONT , ■ 8" CMU :.. BEAM BOND BEAM REINFORCING .. CORNERS DIST. FROM DOOR JAMB I WINDOW TO BLOCK MIN. SCREW LENGTH DIST. FROM DOOR JAMB / WINDOW TO BLOCK MIN. SCREW LENGTH OR 1 1i" PER MANUF. 3" 5" 1 Y„ 3 y„ 3 i/e" 5" 1 13/e" 3 3/" 3 %" 6" 2 Y4" 3 a/4" Q TITEN OR TAPCONS SCREWS SEE TABLE ABOVE FOR LENGTH: • (2) ROWS Y4" DIA. @ 30" O.C. STAGGERED • (2) ROWS %s" 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 ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED Y") 1x_ PT NAILER BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY 74 1x_ OR 740"OSB MATERIAL MAY ATTACH TO WALL DRYWALL 8" CMU WALL C1 L O (U 04 Lq 04 > Qi Q •j.d C1 .Y •� N Q M �O J LL W J „d Z r f U) i Vl?�i Y c1 U le" ' 'aI,. r N W • �< , t' , O•riJ_ a s , . z O CO L0 4 0❑ W a a QLe m ❑ NO OWLL4Z �o =E]EPo Wo_ m00� F-Za010au(niz ~ fi0.0 zp_m QEQzzo ww DwL O IY> ❑@WOC1 i0 Z oILWO WW-J01i�N❑IY C/5 z0,❑m IIIw WioimozLd Ld W 4a1-4(7f8=W W9J1-NWS Z 4= F. ❑4jaaIr- F-azW4IL (n HF 0 0 aX po pwWIL3 L'j:0: Wjp4w z44KW00P0NI4xw ❑Z W RzOW�X;F-ZQI-WN�aL7 ZWWLd QWaIF-OtiHZNWIII El w LL W ZI>•Z4aZZJtiOn<WZ z z p O Z} O❑ W a 3 O� Z x- W W W'JIm-W❑ata �W3Ir jl-a Wz0 17W191- gyywwuv Q =4Z>_ZI E3 8aO .<I F Z L3 4 R O W 0 I� W O Z a p �aH?3NaNQ0(7F=�og J Z SHEET NO.: 0 ST -5 o TYPICAL WALL SECTION JOB NO.: U AB2380 SUBDIVISION: o Loch Lake J LL Q LOT NO.: z_ 45-41 i' FLOOR PLAN: 0 o Building 9 O Z DESIGNED: v SCP/JEF W REVIEWED: DBM a. Q I REVISIONS DATE MIDWALL PANEL SPLICE DETAIL TYPICAL DOORM/INDOW JAMB TO BLOCK m (TYPICAL FOR ALL MASONRY OPENINGS, UNO) Q W Z rikyv's� O W 4A' Q h Z N^ ' _O I""' PEX U. Q I J No 7j 57 O Z n+— R /t�� W • W Wi� •..... <G CL CMU/COMBINED SHEAR & UPLIFT WALL PANEL Q P.E. o. 71457 08-06-2013 ROOF DECK TRUSSES PARALLEL TO WALL: ROOF TRUSS FASTEN EACH RAFTER 2x8 PT SPF (MIN) NAILER FASTENED OR RAFTER (V 2x8 SPF STUDS FROM TOP OFJ ATHING PER TABLE 2 ON STRUCTURAL TO NAILER W/ MIN (4) TO MASONRY W/ (2) ROWS I'DIA. x 3" N SILL PLATE TO 2ND LEVEL TOPCIFICATIONS SHEET 8D COMMON TAPCONS @ 12" O.C. 2x4 SPF (MIN) PLATE @ 16" O.C. MAX 2x4 NO.2 SYP PT CONT. TOE -NAILS. TRUSSES PERPENDICULAR TO WALL: BLOCKING STAM36 @ EACH STUD. ATTACH TO STUD W/ NAILER 2x8 PT SPF (MIN) BLOCKING BETWEEN EACH �_ BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO 10d. ATTACH TO CMU W/ (4) W x 21/4" TITEN TO MASONRY W/ 1/4" DIA. x 3" TAPCONS @ BEAM w/10d @ 4" O.C. 00 TOE -NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN 2x4 CEILING SYP RAFTER AND 12" O.C. BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH PT NO.2 SYP SILL PLATE TO MASONRY WALL FASTEN W/ 2 ROWS Y4"OX23/" CEILING JOIST RTO O.C. N () FASTEN RAFTER TO JOIST (3) 1 Od EACH END BLOCK TO ROOF DECK AND DBL Ys" x 6" EMBED DRILL & EPDXY OR TITEN HD @ TITEN @ 16" O.C. STAGGERED WITH MIN (4) SD COMMON. M FASTEN 2x4 NO.2 SYP DIAGONAL TOP PLT W/ 8d COMMON @ 3" O.C. X 24" O.C. W/ 3" SQUARE x Y4" THICK WASHER �.. r J /-ROOF DECK E "BOTTOM PLATE ANCHORS NOTES" ON BRACE TO BLOCKING W/(6) 10d MOISTURE BARRIER 2x4 SYP OUTRIGGER @ 24" O.C. PICAL WALL SECTION AT FOUNDATION" ON SHEATH ASSEMBLY FULLY BY OTHERS I Q LL. CLIP TO GABLE TOP CHORD W/ PICAL WALL SECTION SHEET) 2x4 NO.2 SYP PT CONT. TYPICAL PORCH CEILING BOARD PER TRUSS TO PORC (/� ° �; • (1) H2.5T W/ (10) 8d x 1-4" PER STRUCTURAL PANELPLAN. SEE TABLE 2: SHEATHING TO SILL NAILER I PORCH CEILING BOARD) ST -1 BEAM wl H2.5T 2ft max SPECIFICATIONS, ST -1, FOR �p GABLE TRUSS PLATE W/ 8d @ 3" O.C. ROOF SHEATHING. PORCH BEAMCU FASTEN EACH JOIST N = a- 24" LONG 2x4 NO.2 SYP SCAB TO NAILER W/ MIN (4) LAAPPLIED TO GABLE VERTICAL 8D COMMON T_ L_ W/10dAT3"O.C. I I TOE -NAILS. PORCH BEAM TO POST: � > � (1) MSTA24 I I M ASONRY TO WOOD CONNECTION STAIRS SHED ROOF DETAIL POST TO SLAB: O 2x8 N0 2 SYP DIAGONAL BRACE 2x8 NO 2 SYP DIAGONAL BRACE STs D TYPICAL PORCH SHEATHING DETAIL ABU POST BASE ANCHOR (SEE PLAN FOR LENGTH) I I OR DTT2Z • UP TO 8FT SINGLE 2x6 ONLY AT MASONRY EXTERIOR WALL • UP TO 20 FT, 2x8 W/ 2x6 T -BRACE I FASTEN (1) SIMPSON HGA10 BRACE (THIS DETAIL IS REQUIRED AT ALL COVERED (UNLESSD OTHERWISE) CONNECTOR FROM TO DIAGONAL PORCHES UNLESS NOTED OTHERWISE) 04 LL BRACE TO GABLE VERTICAL 04 FASTEN 2x6 NO.2 SYP I J "T -BRACE" TO DIAGONAL r L BRACE W/ 10d @ 3" O.C. I I I 2x4 NO.2 SYP BLOCK CONTINUOUS 8'-0" ORAS SHOWN ON PLAN I I BETWEEN DIAGONAL BRACES. FASTEN FASTEN TO DBL TOP PLATE W/ 10d 2x4x8'-0" NO.2 SYP LATERAL I i AT 3" O.C. J_ BRACE @ 48" O.C. FASTENED TO EACH TRUSS W/ (3) 10d + tix i ' FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR J FROM TO DIAGONAL BRACE TO GABLE VERTICAL Y GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN Q 1' 1. FACE NAIL GABLE BOTTOM CHORD TO N CONTINUOUS BLOCKING W/ 10d @ " O.C. 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 W/ (8) 1 Od @ 48" O.C. 8EXTERIOR WALL PER PLAN �0 WId w WALL SHEATHING PER PLAN U�)GABLE ANGLE BRACING DETAIL W/ HGA10 1) MAX. TRUSS SPACING ■ 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR _ NON -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. O 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. t � Iz ajg TYPICAL EXTERIOR ROOF DECK OVER z W W� PREFAB WOOD TRUSSES O rl.- 3 Y2" CONCRETE SLAB W/ 8x8 W1.4 x W1.4 WWF OR FIBERMESH 3 Y2' CONCRETE SLAB W/ TRUSS OR RAFTER TO TOP PLATE V) W/ H8 (EQUAL OR BETTER), LINO ON (n 6x6 W1.4 x W1.4 WWF OR _ FIBERMESH ROOFTI FRAMING PLANIx 2x4 NO.2 SPF SOLE PLATE W/ 12d %( 0 8" MIN 0'-0" A.F.F. OPTIONAL SDWC15600 SCREW/) � Z I ❑ \\ \\ \\ \\ \\ \\- ► P ° 28" MAX SEE ARCH. COMMON @ 6" O.C. \/\/// / / / / �^°- -° - °`---�-LDWGS. FRT PLYWOOD SHEATHING ~ a V I\/ /\//\//\/\ \ r\/ /\ 4 �. a ---a _-'* - FOR FIRST 2' 0" UP ROOF W 0 Z I U U F 0 O W 0 VAPOR BARRIER /// • s p/ 12" MI �/ \/\\/\\/\\/\\j /� //\ ' ° a • DASHED LINE REPRESENTS SHEAR M ❑ O - Z U U W U U R \\\/\ • ° /\/\ /\ 4" PANELS AS LOCATED ON FLOOR h -J F}- LL W ❑ J - Z O /�\ . •�' . l/\ \\r\\j \//�\//�\//%\//\ //\ a / / • FAS IEING LAYOUT N BOTTOM PLATE TO PANEL W/ 0 W W W j 0 - W W ❑ Elf!) a p FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK 10d @ 3" O.C. FIRM UNDISTURBED SOIL LOCATIONS ON END PLAN VAPOR BARRIER FASTEN CHORD OF SHEAR PANELS 1 z 0 a W 'L FW- F O W W - 0 L3 LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 O � Z�Oa}WW�WJ070ZU 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL N0.4 OR N0.5 12" W/ (2)#4 OR (2)#5 CONT TYPICAL FLOOR DECK a F- Q j W H W W N FO W [W] L BAR IN BRICK LEDGE � 2x4 N0.2 SPF OR BETTER l>� 1 LAYER 3/" TYPE "X" DENSGLASS EXT w Q W m O I I W Z 18" O.C. MAX SHEATHING BETWEEN TRUSSES FASTENED TO z Q I FO Q 0 a 13 F F- it Z W 7 W 16" UNDER 2 STORY WALL %" TYPE "X" DENSGLASS MOISTURE 2x BLOCKING, OVERLAP WALL TOP PLATES AND W F H O O Z IL a 0 0 O WITH DER OR OR CONT RESISTANT EXTERIOR SHEATHING BOTTOM PLATE TO LEDGER USED AS SOFFIT BACKER BOARD RUN TIGHT TO ROOF SHEATHING FIRE CAULK � W a Z W - O W J 0 Q R JOINTS AND SEAMS m W W 2 0 0 O W W/ 10d @ 6" O.C. W/ HOT DIP 11 GAUGE GALVANIZED m 0 Q M U W Z W W Z m_ O_ Q i W O)M- ONOLITHIC FOOTING SECTION BEARING CURB STEP SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN /e" HEAD NAIL @ 4" O.C. EDGE, 8" TOP PLT TO STUDS/HDR w/ SP2 @ 32" O.C. Z x O 0 O W O ? AND AWAY FROM STRUCTURE STEEPER THAN O.C. FIELD. Z _ (OPTIONAL SDWC15600 SCREW @ 32" O.C.) W W W Z W ?C Q W U Q m I+ Z V-0" VERTICALLY PER T-0" HORIZONTALLY, SEEK _ wW .GUIDANCE OF EOR,PRIOR TO CONSTRUCTION, LAI Z Z W Q W a a z Z J F- Z m I'_ W Z I�zao--a°Q0aWo TO PREVENT EROSION OF SOIL. • 0 L70L9z>.Lm_Wamjjzz1 - 1MOISTURE BARRIER BETWEEN I Z W Z O Q m Z W Q W F" Q MASONRY AND NON -PT LUMBER 2x8 PT N0.2 SYP LEDGER W/ W W- 0 i O W O m I IT W U BY OTHERS (2) ROWS r x 2-3/4" LONG Q I Q Z Z Z I g U W W- 0 f. Q TAPCON ANCHOR @ MAX 24" ❑ � z I Z p I- Y 0 Z W O W z m O.C. STAGGER ROWS %" TYPE "X" DRYWALL INTERIOR SIDE, 2x6 Z U Q - U � O I W 0 Z Q CURB WIDTH VARIES STUDS @ 16" O.C. FASTEN PER TYPICAL SHEET ❑ W E Q f J F- I O J 2x8 N0.2 SYP PT LEDGER W/ (2) ROWS ,�" x I ROCK SPECS. O � U 1- ? 3 N a m Q O L7 F- Z U U #4 2/ 9" BEND BOTTOM 60" O.C. 2A/4" TAPCONS @ 24" O.C. STAGGERED S TYPEHEATHINNGG W/ HOT DIP 1 11 RATED GYP S1 EXTERIOR J GAUGE GALVANIZED LL (2) #4 OR (2) #5 CONTINUOUS 6x6 - W7.4 x W1.4 WWF �/e" HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. Z SHEET NO.: ST -6 VARIES Y (2) COURSE BOND BEAM w/ I ____ •_d_�_ _� :____ b ° ° ° ° (2) #5 SIN EA. STAIRS STRUCTURAL b • COURSE AS SHOWN 9 `" "'' -b•.. /\ \ r� r\ co 4 . DETAILS 4 \ 6x6 - W1.4xW1.4 FASTEN EACH STUD TO LADDER O JOB NO.: r\ r• % WWF 8" PARTIALLY GROUTED 2x PT FURRING SHOWN FOR FRAME W/ MSTA12 @ 16" O.C. V VAPOR BARRIER EXTERIOR CMU WALL W/ I CLARITY. NOT AB2380 2-0 WATERPROOF HORIZONTAL AND VERTICAL I STRUCTURAL, Q (3) BARRIER WALL REINFORCING PER PLAN CONTINUOUS TYPICAL FLOOR DECK - SUBDIVISION: 3 BEARING WALL FOOTING SE TION Loch Lake GARAGE WALL CURB SECTION I LL O 8 IN LIEU OF BENT VERTICAL BARS, CONTRACTOR MOISTURE BARRIER BETWEEN Q MAY INSTALL %* ANCHOR BOLTS W/ 12" EMBEDMENT MASONRY Cj AT 48" O.C. FOR BOTTOM PLATE ANCHORAGE I 1BY OTHERS AND NON -PT LUMBER LOT NO.: p z 45-41 •2x4 N0.2 SYP EDGEWISE LADDER I 0 FLOOR PLAN: z I FRAME W/ VERTICALS @ 16" O.C. • FASTEN TOP & BOTTOM CHORD 0 Building 9 TO EACH 3 Y2" CONCRETE SLAB W/ #4 OR #5 BAR I COMMON FLOOR TRUSS w/ (4) 10d CONTINUOUS IN EA. URSE BOND COURSEAM wl )AS SHOWN 6x6 W1.4 x W1.4 WWF OR 3 Y CONCRETE SLAB W/ 0 FIBERMESH 6x6 W1.4 x W1.4 WWF OR CONTINUOUS AT CURB z DESIGNED: 0'-0"A.F.F. FIBERMESH I 0 SCP/JEF SEE ARCH. 0'-0" A.F.F. META20 WFLOOR //M N (77)SS TO BOd D SAM W/ -_°-____°__,% . .. EE ARCH. (NOTE: IF META20 1S IMPROPERLY W • .q �\ WGS. -o--• - .4 :-^�° GS. I INSTALLED, ATTACH TRUSS TO REVIEWED: BOND EAM W/ ~a 8" MIN r\/�\ ° \~d. a-JVWMIN 8 PARE ALLY GROUTED) CMU WALL $�WIVERTICAL WALL REINFORCING DBM PER DOWEL PLACEMENT PLAN, Q 8"x8"THICKENED FTG SEPARATION WALL AT STAIRS SHEET ST -2A 8" B"x6" THICKENED FTG Al REVISIONS DATE AT STEP-DOWN, SEE VAPOR BARRIER AT STEP-DOWN, SEE 6" PLAN PLAN VAPOR BARRIER ST -6 m 4 CURB STEP SECTION 9 SHOWER CURB STEP SECTION w A5 PICAL FIRE WALL SECTION 0 r •rte+ P, h y : ST -6 w fC 8• (/) 3 Y2" CONCRETE SLAB �p E X W/ 6x6 W1.4 x W1.4 O WWF OR FIBERMESH I_ - VARIES #4 OR #5 BAR 8" MIN CONTINUOUS AT CURB e . p a _ y _ 31/2" CONCRETE SLAB W/ - a - • °• 'A 28" MAX 8x8 W1.4 x W1.4 WAIF OR FIBERMESH LL V \/�j/\/ 0'0"A.F.F. a 4 VAPOR BARRIER / I r 8" OPT. EXTENSION IN BRICK \\//�\ ' 'a !' ° /\ 4" • � � LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL O tAO go WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO.4 OR NO. 5 VAPOR BARRIER 4: A45 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W WITH (3)#4 OR (2)#5 CONT 12" W/ (2)#4 OR (2)#5 CONT w .. OF ' (r(,(, • 1 • GARA E EXT WALL CURB SECTION�� A"� • ` 5 SHOWER BEARING CURB STEP SECTION ~ ' �•• • Q°•• 10 X ••F� O a�° c�• CMU/COMBINED SHEAR & UPLIFT WALL PANEL � 08-06-2013 'TYPICAL ROOF DECK OVER PREFAB WOOD TRUSSES (EXCEPT FIRE TREATED 1ST 4'-0" OF UNITS. SEE 'TYPICAL ROOF DECK OVER PREFAB TYPICAL ROOF DECK OVER ARCH DRAWINGS, WOOD TRUSSES (EXCEPT FIRE PREFAB WOOD TRUS'ES TREATED 1ST 4'-U" OF UNITS. SEE (EXCEPT FIRE TREATED ARCH. DRAWINGS) 1S'T 4'-0" OF UNITS. SEE ARCH DRAWINGS.) II II II I I II II I I II II I I II II I I I II I I II II I I II II I I II II I I II GABLE TRUSS BOTTOM CHORD W/ GABLE TRUSS 80'fTom CHORD W/ SIMPSON A35 OR EQUAL @MAX 48" O.C. SIMPSON A35 OR EQUAL @ MAX 48" O.C. (INSTALLED OVER GYP BOARD) (INSTALLED OVER GYP BOARD) I I I I PRE-ENGINEERED ROOF TRUSS. SEE "WALL I i -- PRE-ENGINEERED ROOF TRUSS. SEE "WALL GABLE TRUSS BOTTOM CHORD W/ — - GABLE TRUSS BOTTOM CHORD W/ — SECTION @ ROOF," ST -5 FOR UPLIFT \ i SECT"ION @ ROOF," ST -5 FOR UPLIFT SIMPSON A35 OR EQUAL @ MAX 48" O.C. SIMPSON A35 OR EQUAL @ MAX 48" O.C. — _ CONNECTOR. I I j j CONNECTOR. (INSTALLED OVER GYP BOARD) (INSTALLED OVER GYP BOARD) — — — — — — — z TYPICAL INTERIOR WALL DBL TOP PLACE: TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP NO.2 SYP DBL Top PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP SPLICE. IOd COMMON FACE NAIL @ 12" 0.0 SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 100 COMMON FACE NAIL @ 12" O.0 W/ MIN (8) NAILS IN IAP. W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: TOP PCT 7U `u'TUD 2D 32" U.C. W/ SP2 TOP PLT TO STUD @ 32" O.C. W/ SP2 NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP SPLICE. 1 O COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12" 0.0 W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. 2' GYPSUM WALL BOARD W! 6d .'GYPSUM WALL BOARD W/ 8d 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 J" GYPSUM WALL BOARD W/ (A GYPSUM WALL BOARD W/ 6d NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZON I -AL COOLER NAILS: 4" U.C. AT PANEL COOLER NAILS: 4" O.C. AT PANEL GYPSUM WALL 130ARD W/ 6d GYPSUM WALL BOARD W/ 8d PANEL EDGES. PANEL EDGES. EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING COOLER NAILS: 4" O.C. AT PANEL COOLER NAILS: 4" U.C. AT PANEL NUT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING PANEL EDGES. PANEL EDGES. NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL PANEL EDGES. PANEL EDGES. 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX 2x4 NO.2 SPFOR BE'T'TER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" U.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 SYP SOLE PLATE W/ 12d 2x4 NO.2 SYP SOLE PLATE W/ 12d COMMON @ 6" O.C. COMMON @ 6" O.C. 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 COMMON @ 6" O.C. COMMON @ 6" U.C. COMMON @ 6" O.C. COMMON @ 6" O.C. FASTEN BOTTOM CHORD OF FASTEN BUTTUM CHORD OF • MSTA36 @ 32" O.C. . MSTA36 @ 32" O.C. TRUSS TO LEDGER W/ 10d @ 6" O.C. TRUSS TO LEDGER W/ 10d @ 6" O.C. • ATTACH STRAP TO STUD WHICH CONTAINS • ATTACH STRAP TU SAME STUD WHICH TOP PLATE To STUD CONNECTION CONTAINS TOP PLATE "TO STUD CONNECTION • DASHED LINE REPRESENTS SHEAR PANELS AS LOCATED ON FLOOR • DASHED LINE REPRESENTS SHEAR PANELS AS • DASHED LINE REPRESENTS SHEAR PANELS AS FRAMING LAYOUT TYPICAL FLOOR DECK TYPICAL FLOOR DECK LOCATED ON FLOOR FRAMING LAYOUT LOCATED ON FLOOR FRAMING LAYOUT • FASTEN BOTTOM PLATE TO PANEL W/ •FASTEN BOTTOM PLATE TO PANEL W/ IUd n 3" U.C. . FASTEN BOTTOM PLATE To PANEL W/ IUd @ 3" O.C. 10d @ 3" O.C. • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ • FASTEN CHORD OF SHEAR PANELS TO IUd @ 3" O.C. OR (2) LTP I 10d @ 3" U.C. OR (2) CTP1 LEDGER W/ 10d @ 3" O.C. OR (2) LTP1 TYPICAL FLOOR DECK— / TYPICAL FLOOR DECK 'TYPICAL FLOOR DECK TYPICAL FLOOR DECK /( 1MOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER BY OTHERS IBY OTHERS / MOISTURE BARRIER BETWEEN / MOISTURE BARRIER BETWEEN 2x6 N0.2 SYP PT LEDGER W/ (2) ROWS %" x 2x8 N0.2 SYP PT LEDGER W/ (2) ROWS %a' x MASONRY AND NON -PT LUMBER ----J// MASONRY AND NUN -P F LUMBER MOISTURE BARRIER BETWEEN :� MOISTURE BARRIER BETWEEN 3 �, 1BY OTHERS BY OTHERS MASONRY AND NON -PT LUMBER MASONRY AND NON -PT LUMBER 2-/" TAPCONS @ 24" O.C. STAGGERED 2-/" TAPCONS @ 24" O.C. STAGGERED 8Y OTHERS IBY OTHERS 2x8 NO.2 SYP P'T LEDGER W/ (2) ROWS Y4' x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS '/.{' x r• r,' 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x (2) COURSE BOND BEAM w/ (2) #5 2?/,{' TFlPCONS @ 24" O.C. STAGGERED 2-'/1" TAPCONS @'24" U.C. STAGGERED 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x 2-%" TAPCONS @ 24" O.C. STAGGERED I CONTINUOUS IN EA. COURSE AS SHOWN I 2-%" TAPCONS @ 24" O.C. STAGGERED I (2) COURSE BOND BEAM w/ (2) 45 I (2) COURSE BOND BEAM w/ (2) #5 CONTINUOUS IN EA. COURSE AS SHOWN I CONTINUOUS IN EA. COURSE AS SHOWN I I I I I I I I 8" PARTIALLY GROUTED CMU WALL W/ VERTICAL WALL REINFORCING 8" PARTIALLY GROUTED CMU WALL 8" PARTIALLY GROUTED CMU WALL PER DOWEL PLACEMENT PLAN, I W/ VERTICAL WALL REINFORCING W/ VERTICAL WALL REINFORCING I / PER DOWEL PLACEMEN T PLAN, Ir PER DOWEL PLACEMENT PLAN, I SHEET ST -2A SHEET ST -2A SHEET ST -2A PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 24" LAP (IF DOWEL IS OMITTED OR IMPROPERLY I PROVIDE DOWELS TO MATCH VERTICAL WALL INSTALLED, DRILL AND EPDXY DOWEL OF REINFORCING W/ MIN 24" LAP PROVIDE DOWELS TO MATCH VERTICAL WALL I EQUAL SIZE W/ MIN. 6" EMBEDMENT IN I (IF DOWEL IS OMITTED OR IMPROPERLY REINFORCING W/ MIN 24" LAP MONOLITHIC, 12" EMBEDMENT IN MASONRY) INSTALLED, DRILL AND EPDXY DOWEL OF (IF DOWEL IS OMITTED OR IMPROPERLY II I EQUAL SIZE W/ MIN. G' EMBEDMENT IN INSTALLED, DRILL AND EPDXY DOWEL OF MONOLI'TFIIC, 12" EMBEDMEN T IN MASONRY) EQUAL SIZE W/ MIN. 6" EMBEDMENT IN I — MONOLITHIC, 12" EMBEDMENT IN MASONRY) II II a II I N IO I z II FOOTING AND SLAB PER FOUNDATION PLAN J II �Q�i II II II FOOTING AND SLAB PER FOUNDATION PLAN cv I I Z FOOTING AND SLAB PER FOUNDATION PLAN � II rAz_JYPICAL SEPARATION WALL A3 TYPICAL SEPERATION WALL A4 TYPICAL SEPARATION WALL ST -7 ST -7 ST -7 CMU/COMBINED SHEAR & UPLIFT WALL PANEL C) L C) (� LNn, L C) .Y M d' N N co _I LL W J Z O U Q N W O U a Z O B7 W W Z ❑ Q' m❑ 0 W� Q Z 11 Ul 0 0 F Z o 0❑ w U N m _ J — } W J z QF-Ww Z°mQm4D LL H (tO WLLWO WWIJ❑OW - °m ❑❑mIt z�F W>- Wzf ❑ IX Zz C1 0,❑Q0wIWWNL-6WW U Z QIOQOa�F II-aZW<LL p�zpFzWLxa ❑m W I W 7° Q W m L7QEt0111 zW Z Z Q X W 0❑ F O' I W 0 Z Wm -m6 W -❑W Fzal= W X Q U m W Z ZIA wma�Z❑JF ZNFWZ I?'z<0-�a0004W0 W WW�2m-WIX<Hz?:��Q W Z0 0wL7F- Wi�mUC1 O 1Q-IZ �zwa°HwIQ-m, F-IZ- Z U Q U x I W Q Z m 0 uF-� 3N IL U111 4007 tI Z 0 U J LL Z SHEET NO.: 0 ST -7 o STRUCTURAL IL DETAILS 0 JOB NO.: U AB2380 Q SUBDIVISION: EE O Loch Lake U_ Q LOT NO.: C) 45-41 FLOOR PLAN: o Building 9 ODESIGNED: 0 SCP/JEF W I— REVIEWED: w DBM a Q REVISIONS DATE 00 W Z O LL1 Q Z U) D _O APEX, I- U LL Q Bee to UUj � 45�P. E. 08-06-2013