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HomeMy WebLinkAbout1032-1048 Laurel Ridge Ln (a)SAN X%.JLP, FLUA"RIDA BUILDING 01 LOTi 0DTPTH05E_ TPTH01 TPTH03 TPTH02 TPTH05E EL'A' DELEV.A' ' (REV.) QELEV.0- 'ELEV. 'A' (REV.) DEEV. 'B' (REV.) ___ DRAWING INDEX SHEET NO. DESRIPTION C-1 COVER, INDEX, REVISIONS, BC2 BUILDING COMPOSITE FIRST FLOOR PLAN BC3 BUILDING COMPOSITE SECOND FLOOR PLAN BC4 BUILDING COMPOSITE FRONT AND REAR LLEVATIONS BC5 BUILDING COMPOSITE SIDE AND ENTRY ELEVATIONS BC6 BUILDING COMPOSITE ROOF PLAN 1.1A UNIT TPTH05E FLOOR PLANS AND DETAILS 1.2A UNIT TPTH05E ELEVATIONS AND DETAILS 1.3A UNIT TPTH05E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 1.4A UNIT TPTH05E ELECTRICAL PLANS 2.1A UNIT TPTH01 FLOOR PLANS AND DETAILS 2.2A UNIT TPTH01 ELEVATIONS AND DETAILS 2.3A UNIT TPTH01 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 2.4A UNIT TPTH01 ELECTRICAL PLANS 3.1 C UNIT TPTH03 FLOOR PLANS AND DETAILS 3.2C UNIT TPTH03 ELEVATIONS AND DETAILS 3.3C UNIT TPTH03 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 3.4C UNIT TPTH03 ELECTRICAL PLANS 4.1 A UNIT TPTH02 FLOOR PLANS AND DETAILS 4.2A UNIT TPTH02 ELEVATIONS AND DETAILS 4.3A UNIT TPTH02 BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 4.4A UNIT TPTH02 ELECTRICAL PLANS 5.1A UNIT TPTH05E FLOOR PLANS AND DETAILS 5.28 UNIT TPTH05E ELEVATIONS AND DETAILS 5.36 UNIT TPTH05E BUILDING SECTION AND STAIR DETAILS, PLUMBING RISER 5.413 UNIT TPTH05E ELECTRICAL PLANS DocumentsConstruction & Project Coordination TF Design, Inc. 6685 Arroyo Dr. Melbourne FL, 32940 TEL: (321) 288-6274 EMAIL: info@t-f-design.com rR E V � � 0 N REV # DATE DESCRIPTION 00 00/00/13 ISSUED FOR PERMIT Quadra Studios 2171 Avenue road, Suite 302 North York, Ontario M5M 4134 TEL: (416) 322-6334 info@quadradesignstudios.com APEX Technology Structural Engineerin�, 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224 TEL: (904) 821-5200 OCCUPANCY CLASSIFICATION - R3 CONSTRUCTION TYPE - 56 111011 S., TM NIAT/TAMY� f i iirrt �+ri 400 park Avenue South Suite 220 Winter Park, FL 32789 TEL: (407) 599-9994 WIND DESIGN LOAD INFORMATION - (PER FBC 2010, REF. ASCE 7-10) SEE STRUCTURAL ENGINEERING SHEETS THIS SET APPLICABLE CODES: FLORIDA BUILDING CODE, 2010 AND FBCR 2010 FLORIDA PLUMBING CODE, 2010 FLORIDA MECHANICAL CODE, 2010 FLORIDA FIRE_ PREVENTION CODE, 2010 LIFE_ SAFETY CODE NFPA 101, 2009 NEC, 2008 FLORIDA ENERGY CODE 2010 FBC 01 No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. r 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design eervlces 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. Qmlotr &moios lxc. 2171 Avenue Road, Suite 302, reroute, Out. 1051A 4B4 Let: (416) 322-0334 fax: (416) 322-7294 email: info(yuatlradesignsludios.com Quadra Design Audios 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 purposos or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE TOWN HOMES Name SANFORD, FL TPTH TOWNS BUILDING 1 Copyright & Copy; © 2009 Quadra Design Studios Inc Street TitleCOVER SHEET AND INDEXES Drawn CHRIS BERGERON FE3y�-'de By TF Scale 1/4"=1 1 r -0n Sheet — No. Date JULY 2013 ProNo jest 08023 C-1 No. 08023 -COVER I TPTH05E TPTH01 (TP-TH03 TPTH02 5 TPTH05E 1 ELEV. 'A' QELEV.A' ' (REV.) DELEv. 'C' 4)E -EV. 'A' (REV.) `� ELEV. 'B' (REV.) NEW UPGRADED CORNER E_.EV. 'A' FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS 5 UNIT Il' l 1 1 l [ l■ l l� ■■LAN 'LAN 3/16 99 - 19-033 WALL SYMBOLS LEGEND INDICATES 2 HOUR CMU PARTY WALL UL U906 FROM TOP OF SLAB TO 9'-4" A.F.F. WALL REINFORCED WITH FILLED CELLS AS INDICATED ON FOUNDATION PLAN AND DOWEL PLACEMENT PLAN. CONSTRUCT PER U906 SPECIFICATIONS INDICATES 1 HOUR RATED CMU EXTERIOR WALL. PER F.B.C. TABLE 720.1 (2) ITEM # 3-1.3 WITH 721.3.1 FOR EQUIVELANT THICKNESS W I— �C O O_ W fY U W 0 z O 0 m I A W J ~ z I— W W V) L J LL L _ F 0 o O p c V) W fY = 0 (\I m c,, N O I ---o an _j LL @� r— .� U) i ^ o V) 4) (V W¢ :2o O !ni LL co — o 1--o (D P w = W � > < ? zo z U W --I < :]E cn q o w E -j m om DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE BC -2 SH( OF u 0 TPTH05E (TPTH01 )-TPTH03 TPTI-102 TPTH05E � ELEV. 'A' DELEV. 'A' (REV.) 3 ELEV. 'C' h�A' (REV.) 5�'B' (REV.) UPGRADEDNEW CORNER FOR FLOOR PLAN NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT PLAN SHEETS O PENETRATIONS THROUGH U373 SHAFTLINER PARTY WALL MUST COMPLY WITH DETAIL 1/SD5 0 FOR FIRE SEPARATION NOTES OF ROOF ASSEMBLIES SEE SHEET BC -6 5 UN.lT BUILDING 3/16 13 - 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/SD6 INDICATES 7 HOUR RATED EXTERIOR WALL - UL U309 WITH ONE LAYER 5/8" TYPE "X" GYPSUM SHEATHING ON 2x4 STUDS WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALL BOARD ON INTERIOR SIDE, INSTALL AND FINISH PER U309 SPECIFICATIONS SEE 5/SD6 SEE WALL SECTION 4/5D8 L Q 0 CL U w w 0 z 0 z o W �- O W _ w cn LO V) 07 T E o U O Q r 't W W a N O ~ C co ' r a�0LJL,�@ U) 0 N N in O L C _ �,--� 0 a W 0 O ~ O F—' (0 w T W —� U %— < :F- J G o <� z W —j < T .1E -� Cn O 17LLJ O F'" U O DESIGN DRAWN CHECKED DWG.No. JOB No. SCALE AS NOTED DATE B u&m% om 3 SHT OF w 6:12 6:12 o a n x x x x xLl 10 1 72"x96" "aex" R7 :: 7x72 — 7'x72" X000 I— U` 7x72 7x72 "aex"sC Q I 72"x96" 0 OITA9 PATIO WMI DOOR ICK 72"x96" "aex" R7 PATIO OITA9 DOOR X000 (-�L­—� TPT02TPTH03 TPTH01`� ELEV. (REV.) 4 ELEV. 'A' (REV.) 3 ELEV. 'C DE -EV. 'A' (REV.) REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS TPTH05E ELEV. 'A' 72"x96" "aex" R7 PATIO OITA9 DOOR X000 (-�L­—� TPT02TPTH03 TPTH01`� ELEV. (REV.) 4 ELEV. 'A' (REV.) 3 ELEV. 'C DE -EV. 'A' (REV.) REAR ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS TPTH05E ELEV. 'A' 72"x96" PATIO DOOR TOP OF PLATE TOP OF WINDOW o FI I � FIN. SECOND FLOOR TOP OF MASONRY in TOP OF WINDOW FIN. GROUND FLOOR FIN. GRAD • �• I m � �TPTH05E TPTH01 TPTH03 TPTH02 TP-fH05E U ELEV. 'A' 2 ELEV. 'A' (REV.) @ELEV. 'C' IE -EV. 'A' (REV.) 5 ELEV. 'B' (REV.) FRONT ELEVATION FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 5 UNIT 1FRU"NT AMID REAR ELEVATIONS - 3/16 91 = 1'-0" LSI I— Q 0 ICK U V) LTJ 0 00 L� Z 0 W z ry V) LO Li— z o 0 C/) D O q r m �7 rn LiJ N jt ,n � ,� -a0 i N 4' O I--- -j Jao@) LL '�i O O N o U) � ¢ �N W o O J LID o f-- o ID2 (0 : I- w w � _ _N U �U+0 wo a. Q :2 -1 - m DESIGN DRAWN CHECKED DWG.No. .JOB No. SCALE AS NOTED DATE I BC -4 SHT OF 8:12 6 �1� ( I DTPTH05E ELEV. 'A' LEFT END ELEVATION NEW UPGRADED CORNER ELEV. 'A° 6:12 OF PLATE OF WINDO SECOND TOP OF FIN. GROUND FLOOR FIN. GRADE � / 8:12 6:12 'a TPTHOSE FOR ELEVATION NOTES, DIMENSIONS AND DETAILS SEE INDIVIDUAL UNIT ELEVATION SHEETS 5 ELEV. 'B' (REV.) RIGHT END ELEVATION 5 UNIT BUILDING LEFT AND RIGHT ELEVATIONS - 3/16 99 - 19_-099 @WALKWAY 'A' SHUTTERS 6:12 EZ WALKWAY 'A' WNDOW AT GARAGE TAGS REFERENCE FRONT BUILDING ELEVATION SHEET BC -4, FOR ELEVATION NOTES, DIMENSIONS AN 6:12 6:12 5:12 ;S•�2 6:12 1 m. El ECTRIC METER NICHE 6:12 j E3 IALKWAY 'A' TTERS DETAILSI SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 Ez FRONT ENTRANCE 'C' E5 WALKWAY ELEV 'A' TT�R WAY 'B' @-SiH-U? CROSS SECTION & SIDE ELEVATION AT PORCH &WALKWAY WINDOW AT GARAGE 5 UNIT BUILDING ENTRY SI'DillrFl, WALL ELEVATIONS 3/16 " 13-093 TOP OF PLA TOP OF WIN[ SECOND OF FIN. GROUND FLOOR FIN. GRADE 0 O co cD O Ld = O ~ VEI.: rI I_f ELECTR)C METE NICHE .. 5:12 ;S•�2 6:12 1 m. El ECTRIC METER NICHE 6:12 j E3 IALKWAY 'A' TTERS DETAILSI SEE INDIVIDUAL UNIT ELEVATION SHEETS 6:12 Ez FRONT ENTRANCE 'C' E5 WALKWAY ELEV 'A' TT�R WAY 'B' @-SiH-U? CROSS SECTION & SIDE ELEVATION AT PORCH &WALKWAY WINDOW AT GARAGE 5 UNIT BUILDING ENTRY SI'DillrFl, WALL ELEVATIONS 3/16 " 13-093 TOP OF PLA TOP OF WIN[ SECOND OF FIN. GROUND FLOOR FIN. GRADE 0 O co DESIGN CHECKED DWG.No. u Q 0 U I— n CY_ 0 07 Ld 0 E 0 � U 0) [h N -t c) r, a N �•. �:. Q c4�1 m 0 II V ■v 00 �' W 0 c N 0 inQ � N 0 c? J �� 1L, w —�¢ Cco2 Fw I— w DRAWN JOB No. SCALE AS NOTED DATE SHT 0F cD O Ld = O ~ Z W :2 O 01-- O = W U Y J �-- W Q 0 I— 0 a ��on DESIGN CHECKED DWG.No. u Q 0 U I— n CY_ 0 07 Ld 0 E 0 � U 0) [h N -t c) r, a N �•. �:. Q c4�1 m 0 II V ■v 00 �' W 0 c N 0 inQ � N 0 c? J �� 1L, w —�¢ Cco2 Fw I— w DRAWN JOB No. SCALE AS NOTED DATE SHT 0F WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SFI OR 1970SI-I WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERN TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 14 0 FBCR CODE AND AMENDMENTS, STRUCTURAL I) 5 SHELVES FOR 9' CEILING V) w U � s w -� 1 I W z O w � T a 1 wiL T � V) V) MICROWAVES LOCATED ABOVE A COOKING JU r-1 I= --. Z c� Z rJ ✓1 w U FLOOR TRUSSES BY REGISTERED TRUSS Z v) w w � w Z r7 I- L I J F- Z r C ISLAND U (n � z FLOORING <D O U lot - `t I Lei. S 2 r (n `'- o m Z d J Q w r I 2'-8" 6'-8" ❑ W B LABEL YES FOR 'I HR RATED WALLS < }- 0- Z Z O O L w FOR 1 HR RATED WALLS E7 2050 SH FRAME SINGLE HUNG 24" 60" 241" 601" -10.00 NO REFLECTIVE INSULATION (R-4.1) 1/2" W21 1H4 SH BLOCK SINGLE HUNG 264" 508" 27-J" 505" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26J' 63" 27�" 634" 11.59 NO 2P WD W23 1H6 SH BLOCK SINGLE HUNG 2621" 72" 27-�" 72" 13.25 NO .-I W25 2438 SH FRAME SINGLE HUNG 28" 44" 28-J" 444" 8.56 NO _ 8 W26 2444 SH FRAME SINGLE HUNG 28" 52" 2814" 52j" 10.11 NO S-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 284" 604" 11.67 NO 1 @82,160 SH FRAME SINGLE HUNG 28" 72" 28-1" 721" 14.00 NO PROVIDE 5/8"TYPE "X" c51 24 SH BLOCK SINGLE HUNG 37" 508" 371" 508" 13.01 NO INTERIOR DOOR 8' CLG. TYP. 0 W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES O W53 26 SH BLOCK SINGLE HUNG 37" 72" 371" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 271" 47j" 08.81 NO WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE �553040 SH FRAME SINGLE HUNG 36" 48" 361" 481" 1200 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 364" 60j" 15.00 YES W58 3060 SH FRAME SINGLE HUNG 36" 72" 361" 721" -18.00 YES 1'-6" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 481" 508" 16.88 NO 1 W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 48J" 63" 21.00 YES TYPE II RAILS FBC 8311.7.7.3 FOR GRIP W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES TEMP GLASS FRENCH 1 LT W95 4040 SH FRAME SINGLE HUNG 48" 48" 48j" 484" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 481" 60J" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 2460 SH BLOCK SINGLE HUNG 28" 72" 281" 72" 14.00 NO GARAGE WITH LIVING SPACE ABOVE & 1 2" INSPECTION. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER SPECIFICATIONS AND TO ADHERE TO THE 2010 14 0 FBCR CODE AND AMENDMENTS, STRUCTURAL I) 5 SHELVES FOR 9' CEILING V) w U MECHANICAL ENGINEERS DRAWINGS AND w -� 1 I HA11�F HOOD VENT (FH(-M15Q3) CODES AND AUTHORITIES HAVING JURISDICIION w RANGE HOOD VENTED TO EXTERIOR AND TO OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DAMPER. DW MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS ❑ APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CON STRUCTION (l 4) OCEMENTITIOUS FINISH sz• FOYER ,' TILE, , 12'-1 �IN I I N Y J 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED U FLOOR TRUSSES BY REGISTERED TRUSS ?- J W u1 1D �,� 10 U) z OO d Z / I- L I J F- Z r C ISLAND U (n z < rY �� FLOORING Z 2 Y U J D W I w ) U RATING OF 1 HOUR WHERE LIMITING DISTANCE h `'- o m Z W W (n O 7- D CL w 1 D O(D 2'-8" 6'-8" 1 R4 B LABEL YES FOR 'I HR RATED WALLS PER UL ASSEMBLY U905. FBC TABLE 720.1(2) 1A 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS VERIFY '(HAT DELIVERED BLOCK HAS CORRECT B 3'-0" 6'-8" 1 R4 STRAPPING 0 24" O.C. i TEMP GLASS 1/2 FRENCH REFLECTIVE INSULATION (R-4.1) 1/2" _ 00 ELEVATIONS INTERIOR DRYWALL FINISH, TOTAL k -VALUE SECOND FLOOR PARTY WALL 70 DE 2 HR 9 LITE, TRANSOM / ELEV RATED CONTINUOUS FROM TOP OF MASONRY 1C S-0" 6'-8" 1 R4 SHEATHING. SHAFT LINER ASSEMBLY PER UL MIRROR TEMP GLASS FULL FRENCH LO d TILE i 71 I I I 2P WD ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 15 LITE, TRANSOM / ELEV ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. 3'-0" 8'-0" I R4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED .-I TEMP G LASS 1/2 FRENCH NCH1D PRE-ENGINEERED ROOF TRUSSES BY TRUSS DOOR MANUFACTURER Ar 24" O.C. PRE -FINISHED ALUMINUM 1 �I - I STORAGE I I -j" 12 LITE, TRANSOM / ELEV _ 8 FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE ia TEMP GLASS FULL FRENCH - 1E S-0" W-0" 1 R4 REQUIRED BY CALAULATION PROVIDE R38 BATF/ BLOWN INSULATION AND 18 LITE, TRANSOM / ELEV 1/2" INTERIOR DRYWALL FINISH ON CEILING 2'-8" 6'-8" 1 21 HWT I INTERIOR DOOR 8' CLG. TYP. III 2'-8" 8'-0" 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES PROVIDE 5/8"TYPE "X" I I INTERIOR DOOR 9' CLG. TYP. AN PAN 03 2'-6" 6'-8" 1 DRYWALL ELECTRPANEL IC UNDER STAIRS I INTERIOR DOOR 8' CLG. TYP. DOWN AS REQUIRED CLUED AND NAILED 2'-6" 8'-0" 1 � I-=-----� L - - - _- INTERIOR DOOR 9' CLG. TYP. . O 2'-4" 6'-8" 1 OPENING 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENI< MIN. TREAD 10" INTERIOR DOOR 8' CLG. TYP. MAX. NOSING = 1 1/4" 2'-4" 8'-0" 1 1" MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" INTERIOR DOOR 9' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" 0 2'-0" C-8" 1 WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S -O" INTERIOR DOOR 8' CLG. TYP. MIN. CLEAR STAIR WIDTH = 31 1/2" 2'-0" 8'-0" 1 FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" INTERIOR DOOR 9' CLG. TYP. 12" FROM INSIDE EDGE 2'-2" 6'-8" 1 ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT INTERIOR DOOR 8' CLG. TYP. 2'-2" 8'-0" 1 MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 INTERIOR DOOR 9' CLG. TYP. HAND RAIL - FBC 2010 R311.7.7 07 1'-6" 6'-8" 1 JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" INTERIOR DOOR 8' CLG. TYP. MIN. INFERIOR GUARD HEIGHT = 36'> 1'-6" 8'-0" 1 FINISHED RAILING WITH PICKETS SPACED 4,) INTERIOR DOOR 9' CLG. TYP. MAXIMUM 4" BETWEEN PICKETS. V-10" 6'-8" 1 MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC 8311.7.7.3 FOR GRIP INTERIOR DOOR 8' CLG. TYP. SPECIFICATIONS. HANDRAILS TO TERMINATE S-0" 8'-0" 1 R4 R311.7J.2 CONTINUITY 5.) TEMP GLASS FRENCH 1 LT 5'-8" 10' 0" 5'-4" PATIO 10'-0"x 10'-0 CONCRETE (_)0,-4„ 6080 PA 10 DOOR L0 I w98 N SIN d- I Q I w9)8 '-73„ O O O I Lo \�1 W93 7 1'-0 UNI -j ELEC SHUTTER DETAIL SEE SHT 2.2A C57 LINEIOF SYNTHETIC STIDNE WAINSCOT A 3 CA W53 W53 GATHERING ROOM 42" HIGH KNEEWALL W/ �� PTD. ,PINE ]„ ��CAPPED , „ 2'-6 1 3$ 5 -6 3 -4 7 -1 1 4 ,I. F.A. FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL PASS THRU F. A' CONSTRUCTION TO ADHERE TO THESE PLANS AND W LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 14 0 FBCR CODE AND AMENDMENTS, STRUCTURAL I) 5 SHELVES FOR 9' CEILING V) MECHANICAL ENGINEERS DRAWINGS AND w -� 1 I HA11�F HOOD VENT (FH(-M15Q3) CODES AND AUTHORITIES HAVING JURISDICIION L RANGE HOOD VENTED TO EXTERIOR AND TO OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DAMPER. DW MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CON STRUCTION (l 4) OCEMENTITIOUS FINISH sz• FOYER ,' TILE, , 12'-1 �IN I \�1 W93 7 1'-0 UNI -j ELEC SHUTTER DETAIL SEE SHT 2.2A C57 LINEIOF SYNTHETIC STIDNE WAINSCOT A 3 CA W53 W53 GATHERING ROOM 42" HIGH KNEEWALL W/ �� PTD. ,PINE ]„ ��CAPPED , „ 2'-6 1 3$ 5 -6 3 -4 7 -1 1 4 ,I. LINE OF FLOOR ABOVE�'I¢ 1T O IN I I I I I I I I I I I I I 2'-6" GARAGED n 16)-4)) 20'-0„ 16'O'W'0" O.H. DOOR ff IJ mi\\Igg [ �Iff 1/477 7_0 -2„ d - r7 4'-1" 1/477 _ 17_077 H A L L W A Y ART NICHE 20'-11" 1 11'-62" OPTIONAL CANNED LIGHT PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTU. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTU. BASE BOARD 5'-4„ E CONSTRUCTION NOTES (Unless Otherwise Notedl F.A. FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL PASS THRU F. A' CONSTRUCTION TO ADHERE TO THESE PLANS AND 1699 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 I) 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND -� 1 I HA11�F HOOD VENT (FH(-M15Q3) CODES AND AUTHORITIES HAVING JURISDICIION L RANGE HOOD VENTED TO EXTERIOR AND TO OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DAMPER. DW MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CON STRUCTION (l 4) OCEMENTITIOUS FINISH sz• FOYER ,' TILE, , 12'-1 �IN I I N Y J 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS O r _ $m 0- 1D �,� 10 KITCHEN � Is I I I ��� q � / 66x30" L I J OQN i ISLAND UNDERLAY UNDER RESILIENT AND WOOD - n- FLOORING _ A 1 EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. I 0UT 0-1 owl E` 1.1 �i RATING OF 1 HOUR WHERE LIMITING DISTANCE r- - I ___1 I I I `'- o m IS LESS THAN V-0" / IR I I D CL w 1 D FINISHED 'TEXTURE COATING PER BUILDERS h SEE DRAWINGS 5)-6)) 5'-74 1, L- I J 0 (n Cn 0 o SLAB UP To 9'-4" A.F.F TO BE 2 HR RATED BY CABINET I- UP 178 -1 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 S"TRUCfURAL ENGINEERS SPECIFICATIONS MFR FOR I TIED TO CONTINUOUS BOC BEAM AT TOP 1 0PAN. VERIFY '(HAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. KITCHEN CAB I STRAPPING 0 24" O.C. i REFLECTIVE INSULATION (R-4.1) 1/2" _ 00 ELEVATIONS INTERIOR DRYWALL FINISH, TOTAL k -VALUE SECOND FLOOR PARTY WALL 70 DE 2 HR RATED CONTINUOUS FROM TOP OF MASONRY DINING ROOM, FIRE WALL BELOW, TO UNDERSIDE OF ROOF STUD PARTITIONS I SHEATHING. SHAFT LINER ASSEMBLY PER UL MIRROR LO d TILE i 71 I I I 2P WD ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. 32" TILE I GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED .-I PRE-ENGINEERED ROOF TRUSSES BY TRUSS DOOR MANUFACTURER Ar 24" O.C. PRE -FINISHED ALUMINUM 3„ 9 -108 �I - I STORAGE I I -j" , _ 8 FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE ia - (-)0'-4" I OATTIC OVER LIVING SPACE 1 REQUIRED BY CALAULATION PROVIDE R38 BATF/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING SLOPED -D 1- - IP 6 21 HWT I III CEILING -I I PROVIDE 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. N MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES PROVIDE 5/8"TYPE "X" I I I I I- - - - -1 I AN PAN BARRIER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRE STRUCTURAL ENGINEERS SPECS' DRYWALL ELECTRPANEL IC UNDER STAIRS I �NDER WT DOWN AS REQUIRED CLUED AND NAILED WINDOW = �./ Sq. FL MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAP 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED � I-=-----� L - - - _- 41, - 4 . LINE OF FLOOR ABOVE�'I¢ 1T O IN I I I I I I I I I I I I I 2'-6" GARAGED n 16)-4)) 20'-0„ 16'O'W'0" O.H. DOOR ff IJ mi\\Igg [ �Iff 1/477 7_0 -2„ d - r7 4'-1" 1/477 _ 17_077 H A L L W A Y ART NICHE 20'-11" 1 11'-62" OPTIONAL CANNED LIGHT PROVIDE 1 /4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTU. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTU. BASE BOARD 5'-4„ E CONSTRUCTION NOTES (Unless Otherwise Notedl ELEV.'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL SECOND FLOOR AREA 1001 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND 1699 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 2142 SF 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS AND ALL OTHER APPLICABLE HA11�F HOOD VENT (FH(-M15Q3) CODES AND AUTHORITIES HAVING JURISDICIION 15 RANGE HOOD VENTED TO EXTERIOR AND TO OVER CONSTRUCTION OF 'THESE UNITS. THESE EQUIPPED WITH BACK DAMPER. REQUIREMENTS ARE TO DE TAKEN C MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CON STRUCTION (l 4) OCEMENTITIOUS FINISH 16 zIBFI (OR AND FLOOR TRIJSSFS FINISHEU TEXTURED G'OATINC PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/6' THICK PRIMED 3 COAT CEMENTITIOUS APPLICATION OVER MANUFACTURER. (SEE STRUCTURAL ENGINEERS GALV. METAL LATH w/ WATER RESISTANT NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRIER PER ASTM C 1063 & APPROVED EVERY 1000 S.F. BRACING IN ACCORDANCE HOUSE WRAP, 7/16" OSB EXTERIOR WITH TPI/WTCA BASSI. (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 BAT'( 1 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 V-0" CONCRETE BLOCK CONSTRUCTION - 2 CUR MASONRY PARTY WALL CEMENTITIOUS FINISH O 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 CEMENTI TIOUS APPLICATION, B" 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 S"TRUCfURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOC BEAM AT TOP VERIFY '(HAT 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. H -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1) 1/2" 1y 2 HOUR SHAFT LINFR SY TFM PARTY WPI I INTERIOR DRYWALL FINISH, TOTAL k -VALUE SECOND FLOOR PARTY WALL 70 DE 2 HR RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL OINTERIOR 3BEARING PARTITIONS 2x4 SPF#2 ®16° U.C. U373 AND INSTALLED PER MANUFACTURERSSPEC. 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 SPEC. 15# FELT PAPER OVER EXT. NON-DEARING 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 Ar 24" O.C. PRE -FINISHED ALUMINUM 4 E(ZrsEO FI (TOR 'f0 FXT WOR FASCIA AND VENTED SOFFIT (EXCEPT WHEEZE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILAFION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) A OATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATF/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS W 6 21 'TILE 'TO BE CEMENT TILE BACKER BOARD PER FBC200 R702.4.2INTERIOR STAIRS -SITE BUILT FBC 2010 R311.7.3 WINDOW GENERAL- NOTES: 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BCE) EQUALLY SPACED & ANCHORED l.) (FBG -8310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRE STRUCTURAL ENGINEERS SPECS' IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAF DOWN AS REQUIRED CLUED AND NAILED WINDOW = �./ Sq. FL MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAP 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENI< 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 TITAN 6'-0" ABOVE FINISHED GRAI MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = S -O" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER S"FAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-R612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING A 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 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. INFERIOR GUARD HEIGHT = 36'> SEALANT COMPLYING WITH FBC2007 8613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-8612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC 8311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS TO TERMINATE OF 1/4" IN WIDTH TO WALL OR NEWEL POST PER FBC R311.7J.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS -` SEASON 402 COMPLIANCE 8 WALLS BACKING ONTO ATTIC 0 TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WALL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE DSPACE 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. k-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME T1GHT. SEAL ALL PENETRATIONS PER 2010 FBC R302.11 (4) DOOR FROM GARAGE -TO HOUSE 10 DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WITH SELF CLOSING DEVICE AND WEATHERSTRIPPING. 11 PRECAST CONCRETE STEP OR WOOD STEP (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502) 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807)_ ATTIC ACCESS HATCH 22"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. COUNTERTOP KITCHEN CABINET - - .`IN 0 I N (�--) KITCHEN SCALE 2:1 PREP. ISLAND DIMENSION & AREA NOTES - FOR C.M.U. WALLS; ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPINC W/ DRYWALL AND EXTERIOR FINISH FOR SIDIN6OR CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMENTITIOUS FINISf/ 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) ELEV.'A' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF No.1 Revision I Date By _l CONSTRUCTION DOCUMENTS TE DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E 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. 1'1L.J bestON Sf11171Qf Ilio 2171 Avenue Road, Suite 302, Toronto, Out. M5M 484 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They may not be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client I Project LOCH LAKE TOWNS Name SANFORD, FL TPTH05E ELEVATION 'A' LOT 01 Copyright & Copy: C0 2009 Quadra Design Studios Inc. She Titleet FIRST FLOOR PLAN & NOTES Drawn Checked By CHRIS BERGERON By TF Scale 1/4"--1'-0" Sheet No. Date JULY 2013 Project 08023 A No. No 08023_ORTH21 6"WIDE x18 1/2" HIGH x 18 1/2" -- PROJ. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 8:12 6:12 18"x60" PREFORMED STUCCO 6_\`Z PANEL SHUTTERS (SEE DETAIL) x KV I N c d - I M 1 — - -IN I N 3/4" RECESS � SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS SED"'E liLEVATIi)N "A" 1/4 33 = 1'--0" _ 10" EQ. EQ. 7" —MMNOWOn- -,� 4" w VARIES 7» EQ EQ - x - r7 I 3".4" f/4"' In W 10" WIDTH 7" WIDTH !X Q SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 7 VARIES N T , 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER SED"'E liLEVATIi)N "A" 1/4 33 = 1'--0" z 00 b- 2'-4" SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (rYP) 6"WIDE x18 1/2" HIGH L x 18 1/2" PROJ. PTB— POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAtt PRECAST STUCK -ON STONE VENEER RIDGE LINE WHEN PAIRED W/ TH02 6:12 6:12 _ 10" EQ. EQ. 7" —MMNOWOn- -,� 4" w VARIES 3. 7" 3".4" SCALE 2:1 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER z 00 b- 2'-4" SECTION AT METER NICHE 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV 'DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (rYP) 6"WIDE x18 1/2" HIGH L x 18 1/2" PROJ. PTB— POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAtt PRECAST STUCK -ON STONE VENEER RIDGE LINE WHEN PAIRED W/ TH02 6:12 6:12 6:12 81 2 5.. I l� 7/8" STUCCO PLASTER FINISH �\ (2nd FI. TYP.) r1 PROVIDE CONTROL JOINT 0 PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO ILL. PLASTER (TYP) 11 - RANCH 16' W/ CLEAR 1 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) OP OF PLATE IOP OF PLATE FT OPP OF WINDOW 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 36" HIGH BLACK 11—FIN. METAL RAILING SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW SMOOTH FINISHED WINDOW AND -DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) FRONT ELEVATION 1/411 = 1,_0„ TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER FIN.OSE)COND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED DOOR — SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR 'REAET-1,', ELEVATION 19A" 1/4j) 17_077 a I co Q I CD 00 FIN. GROUND FLOOR FIN. GRADE 00 11 A I 00 No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 TEL: k04 1) 2$8-6274• D E S I G 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. Ar 114- ADRA Dsuou ST=tos Mr - 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 404 tel: (416) 322-6334 fax: (416) 322-7204 email: info @quadradesignsludios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plaris, sketches, and all digital information. They rney riot be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client e Project Name LOCH LAKE TOVVNS SANFORD, FL TPTH05E ELEVATION 'A' LOT 01 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & DETAILS DrawnBy CheBERGERON BYecked TF Scale1/4"=1 '-0" sheet o. Date JULY 2013 Project No. 08023 .2 rAl No. 08023 ORTH21 11 ME —MMNOWOn- 6:12 81 2 5.. I l� 7/8" STUCCO PLASTER FINISH �\ (2nd FI. TYP.) r1 PROVIDE CONTROL JOINT 0 PARTY WALL 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO ILL. PLASTER (TYP) 11 - RANCH 16' W/ CLEAR 1 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) OP OF PLATE IOP OF PLATE FT OPP OF WINDOW 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 36" HIGH BLACK 11—FIN. METAL RAILING SECOND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW SMOOTH FINISHED WINDOW AND -DOOR SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) FRONT ELEVATION 1/411 = 1,_0„ TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER FIN.OSE)COND FLOOR PROVIDE CONTROL JOINT TOP OF WINDOW 6" WIDE SCORED DOOR — SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER FIN. GROUND FLOOR 'REAET-1,', ELEVATION 19A" 1/4j) 17_077 a I co Q I CD 00 FIN. GROUND FLOOR FIN. GRADE 00 11 A I 00 No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC, 6685 Arroyo Dr. Melbourne FL, 32940 TEL: k04 1) 2$8-6274• D E S I G 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. Ar 114- ADRA Dsuou ST=tos Mr - 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 404 tel: (416) 322-6334 fax: (416) 322-7204 email: info @quadradesignsludios.corn Quadra Design Studios Inc. retains the copyright in all drawings, plaris, sketches, and all digital information. They rney riot be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client e Project Name LOCH LAKE TOVVNS SANFORD, FL TPTH05E ELEVATION 'A' LOT 01 Copyright & Copy; 0 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & DETAILS DrawnBy CheBERGERON BYecked TF Scale1/4"=1 '-0" sheet o. Date JULY 2013 Project No. 08023 .2 rAl No. 08023 ORTH21 WINDOW SCHEDULE NOTES: 1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS, LP. 2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 19705H WITH LOW -E GLASS OR EQUAL 3) COMMODITY WINDOWS TO BE SERIES 1550SH OR 1570SH WITH LOW -E GLASS OR EQUAL h) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. 2 ~ I- L (n _ w F_ o w U 0 v � w J a = z z w r J z 3:� ¢ a o lAJ 0- ¢ z F- O tL O O F a O U O Q W rL = T 0 O p J W 5 f- F-- O W J Z Z a, Z z V L W U r 1 F > > Lr a $ i (7 2050 SH FRAME SINGLE HUNG 24" 60" 24j" 604" 10.00 NO CLl 1H4 SH BLOCK SINGLE HUNG 264" 508" 274" 50�" 9.32 NO (22 11­15SH BLOCK SINGLE HUNG 264' 63" 271" 631" 11.59 NO �13 1H6 SH BLOCK SINGLE HUNG 264" 72" 271" 72" 13.25 NO (25 2438 SH FRAME SINGLE HUNG 28" 44" 281" 444" 8.56 NO W26 2444- SH FRAME SINGLE HUNG 28" 52" 281" 524" 10.11 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 28-J" 60-1" 11.67 NO (28 2460 SH FRAME SINGLE HUNG 28" 72" 281" 72j" 14.00 NO W51 24 SH BLOCK SINGLE HUNG 37" 508" 371" 508" 13.01 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES [CW5)3 26 SH BLOCK SINGLE HUNG 37" 72" 371" 72" 18.50 YES W54 2440 SH FRAME SINGLE HUNG 27" 47" 271" 471" 08.81 NO W55 3040 SH FRAME SINGLE HUNG 36" 48" 36:I" 481" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 361" 601" 15.00 YES ( 5) .3060 SH FRAME SINGLE HUNG 36" 72" 36j" 724" 18.00 YES W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 481" 509" 16.88 NO W92 48x63 SFI BLOCK SINGLE HUNG 48" 63" 481" 63" 21.00 YES C93 48x72 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES W9) 4040 SH FRAME SINGLE HUNG 48" 48" 48J" 48j" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 481" 60J" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) 9 49400AR(SH BC W SIRME- FMt,' ZY' �"i 18,1" � " T4.00 flu 1 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 i W 0 w CD z a F_- 4 W O J J < �, V) <O ~ CU VD W Tw U r/> L� W O W Z 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1A 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 1B TEMP GLASS 1/2 FRENCH 3'-O" 6'-8" 1 Rh 9 LITE, TRANSOM / ELEV 1C O 3'-0" 6'-8" 1 R4 TEMP GLASS FULL FRENCH 15 LITE, TRANSOM / ELEV O1D3'-0" 8'-0" 1 R4 TEMP GLASS 1/2 FRENCH 12 LITE, TRANSOM / ELEV TEMP GLASS FULL FRENCH 1 E S-0" 8'-0" 1 R4 18 LITE, TRANSOM / ELEV O 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 8CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. �4 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 0 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. O5 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 g' INTERIOR DOOR 8' CLG. TYP. ® 2'-2" 8'-0" 1 8" INTERIOR DOOR 9' CLG. TYP. 0 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 7� 1'-6" 8'-O" 1 INTERIOR DOOR 9' CLG. TYP. ® 1'-10" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. O S-0" 8'-0" 1 R4 TEMP GLASS FRENCH 1 LT ; meff 10' }- 3" AC FIFSEE DRAWINGS BY CABINET I I MFR FOR I _ _I KITCHEN CAB OW �I ELEVATIONS I_ KITCHEN I V_)IOO I I TILE J N L _I SJ r I 11I 8'-6" 1 _I I- sD6 i F R �� WALK-IN PROVIDE PANTRY I I 5'-1" PATIO 10'-0"x 10'-0" CONCRETE ,,6080 PATIO DOOR V_)IOO rn DINING ROOM CARPET in 10'-8j" I CV 0 0 5/8"TYPE "X" 14 GATHERING ROOM I O N DRYWALL 5 1 I I 00 �� UNDER STAIR LOW - I i I CARPET I N I L \ HE IZROOM J 0 a O T� ---- JJ U J --3-=94- -b n7 w a_ U F _fmQ ----- �w� --- I a o rn LIDO Q V q 0-Z QI oo� CrV J DO WQ J oo(�� 7 522,_41, 6'-61„ low ii 21. 4 0D U) zoe� a O D U) - - rr o v, ca s -r. O /-7 U DO PWD 20'-0" 4'-8" 10'-3" 5'-1" CENTER OVER W97 WINDOW BELOW EGRESS BEDROOM 3 CARPET 54, 9,-91.1 4„ 5'-6i" 5�" 2=2 / \C I 3'-4" 11'48" O J w J 3,-„ ¢zQ 97 r� I < n (D ao� r- O d o<J 7 Q Or -,m 26 oohi in N Q Je , /� I kLl I O TILE 3C>\ FOYER TILE A MIRROR 00 I � �•1 �o C 1 D _ H� L0100 3 O �' L PWD f VENT _ I 34f 5,_44„ 78 3,_88„-5'2' 5' 3'_18» 2,-4„ s-I<t IFPO _ ELECTRIC PROVIDE 7g" (D PANEL LOC. SEE UNDER 1 SHT E1.1 HWT c I ELECTRIC 0 METER .I =� -NfCHE - G A R A E 2 N I Ln --1N p ON -------------------- LNE OR 2ND. RL ABOVE SIN N I 8'0"x7'0" O.H, GA AGE DOOR L0 LINE OF SYNTHETIC LINE 0 SYNT ETIC A STONE WAINSCOT STONE WAINSC T 5 48" TEMPERED GLASS V '� SHOWER O ENCL. I � 00 MASTER ATH TILE 66„ � n �/ MIRE O ' H N_ 3'-11" \CENTER OVER W9 / DOOR I BELOW EGRESS EDROOM 2 CARPET 9'-03" a, I CV -9" 5'-0l,. 2-4068 O O BI __17 OLD ,40- HIGH LEDGE -------- W/ PTD. PINE CAP 4 3'-9" 14 20�F BI- \ N AHU LIN I LAUNDRY BOX N T C & DRYER BOX PAN UNDERJ_T WASHER r- - - � r -I D II I I_AUNOT-1 C T S '-0., �- - 42" BATH _ -FILE_ j _L\ =rl c� W.1. C. II 13 11 s U3 / 111 9"® x'14 II I TN L_A IIS I 11 00 8'-0" FLAT - - - - CEILING I w25 I TEMPERED 6„ 4'-O„ GLASS - - ROOF BELOW 2'-101 , 2-10 5'-82„ I MASTED SUITE I �I J U = O F- I r - ¢I I I I I I I EGRESS W97 5-112" 5-112" 51" SIN N I LO '-42 "-„ SECONDU FLOU"TEZ, PLAN FIRST 11-10OR PLAN 1/411 = 1'-0" 1/4" = 1'-0" 3'-8„ 2'-11„ 2 -IN o_ I N �)FLUSH KITCHEN 44" BREAKFAST BAR SECTION 9' 2,-8„ 1104"1'-114„ 'TYPICAL FOR ALL SHELVES _ & LEDGES 5/8" PTD. PINE SHELF iF SUPPORTED ON 5/8"x2" d PTD. PINE CLEATS & 5/8"x2" FRONT VALENCE I PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER o TRIM BIDS. OVER ALL PTD. j PINE SHELVES 48" RECEPTACLE FOR _ CELL PHONE RECHARGER 0 COATHOOKS ON 3/4%7-1/2" PTD. PINE LEDGER BD. OYER STOP & DROP CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO THE 2010 \ SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATION, MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBC-M1503� SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AU rFIORITIES HAVING JURISDICTION EQUIPPED WITH BACK DRAFT DAMPER. OVER CONTRUCHON OF THESE UNITS. THESE MICROWAVES LOCATED ABOVE A COOKING REQUIREMENTS ARE TO BE TAKEN AS MINIMUM SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (Zx4) SUBFLOOR AND FLOOR TRUSSES CEMENTITIOUS FINISH 16 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED 1 D FINISHED TEXTURED COATING PER BUILDERS FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" THICK PRIMED 3 MANUFACTUREk. (SEE STRUCTURAL ENGINEERS COAT C METAL ATH APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING BARRILV.ER METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BAkkIEk PER ASTM C 1063 &APPROVED HOUSE WRAP, 7/16" OSB EXTERIOR WITH 'IPI/WTCA BCSL (1/4') PANEL 'TYPE SHEATHING, 2x4 STUDS 016" O.C. TO UNDERLAY UNDER RESILIENT AND WOOD FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGNSUINEERS LATION SPECIFICATIONS)1/"INTERIORRI3 BATT YWALL FINISH. 17 EXPOSED BUILDING FACE / EXTERIOR WALLS 'r0 HAVE A FIRE RESISTANCE RATING OF 1 HOUR WHERE LIMITING DISTANCE IS LESS THAN T-0" QONCRETE BLOCK CONSTRUCTION - O CEMENnTIOUS FINISH7 HOUR MA' 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 FIR RATED COAT CEMENTITIOUS APPLICATION, 8" NOM. PER UL ASSEMBLY U905. FBC TABLE 720.1(2) CONCRETE BLOCK WALL REINFORCED PER ITEM #3-1.3 ALSO APPLY WITH 721.3.1 FOR STRUCTURAL ENGINEERS SPECIFICATIONS EQUIVALENT THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT 'TOP VERIFY [HAT 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"2 HOUR SHAFT LINER SYSTEM PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE 19 SECOND FLOOR PARTY WALL 'f0 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 OU373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 ® 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE --FINISHED ALUMINUM 4 FXPOSFTZFI QOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION 5 N PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WIT 'FILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 0 8702.4.2 INTERIOR STAIRS -SITE BUILT FUC 2010 R311.7.3 WINDOW GENERAI�IOTES• 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T' MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED I.) (FBC-8310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2.) TREADS SMALL BE 2x12 SPF#2 RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.7 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" h.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE FOLLOWS OPENING = 20" MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENINC MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-8613.2) MIN. HEADROOM = W_8" FOR WINDOWS MORE THAN W -O" ABOVE FINISHED GRAD[ MAX. VERTICAL RISE FOR = 12'-0" 'THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEA'fHERSfRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-8612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS &. WINDOWS TO EXTEND -T0 THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISHVL•" BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 01 \HAND RAIL - FBC 2010 R311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKH 201. MIN.STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRATION PRODUCTS TO BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT = 36'• SEALANT COMPLYING WITH FBC2007 8613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM 'TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE 'TYPE II RAILS FBC 8311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS TO TERMINATE OF 1/4' IN WIDTH TO WALL OR NEWEL POST PER FBC 8311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE 0GWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF 8 WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) 'HALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WALL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE 9 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 SID/NG OR TO BE EQUIPPED WITH SELF CLOSING DEVICE CEIVEN171-IOUS FINISH. AND WEATHERSTRIPPING. - FOR EXTERIOR STUD WALLS, ALL O11 PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF 5'TUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATH/NG. (EXCLUDES' 7/8" CEMENTITIOUS FINI5H CLOTHES DRYER VENT (FBC-M1502)_ 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. OR SIDING) 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45• BEND = FA GE OF STUD TO FACE OF .STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE 13 ATTIC ACCE`.,S (FBC-RaoMEASURED TO EXTERIOR 5URFACE OF ATTIC ACCESS HATCH 22"x30" WITH WEATHER CEMENRROUS F-INI5'H, MASONRY VENEER, STRPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVARON) AS OUTLINED X 30' VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AkIERICAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INST/TUTE INC. (ANSI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 663 SF SECOND FLOOR AREA 798 SF TOTAL A/C AREA 1461 SF COVERED PORCH AREA 45 SF GARAGE AERA 254 SF TOTAL AREA UNDER ROOF 1760 SF No. Revision I Date CONSTRUCTION DOCUMENTS amill TF DESIGN, INC. 6685 Arroyo Dr. t w Melbourne FL, 32940 D E S I GN TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job arid report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings arid specifications are instruments of service and the copyright property of the designer arid must be returned Upon request. Aw 11111, R in kzl Os36U91 ssvnios Ixc. 2171 Avenue Road, Suite 302, Toronto. Ont. N15M 4B4 lel: (416) 322-6334 fax: (416) 322-7294 mnail: info LI)yuadradesignsludios.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 s Project LOCH LAKE TOWNS Name SANFORD, FL TPTH01 ELEVATION 'A' LOT 02 Copyright & Copy; U 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Drawn CHRIS BERGERON I Checked TF Scale1 /4"-1'-0" Sheet No. Date JULY 2013 Project No. 08023 2.1A FilNo. 08023_ORTH21 S s Z 00 'l -0 N L0 n I N 3/4" RECESS SCALE 2:1 24"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4" I N R I N 3/4" RECESS 24"x60" PREFORMED STUCCO PANEL SHUTTERS A ELEC METER. SECTION AT METER NICHE y 1 -4 s M I N if fs I N 11 r7 3/4" RECESS � ,� SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 1/2" NOM. STUCCO PLASTER FINISH ELECTRIC METER NICHE THICK CMV "DIA. CONDUIT TO UN THROUGH CMU OLLOW CORE GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 115.42 SQ. RT. (INCLUDES PPO WINDOW) R11.)EAR ELEVATION "A99 1/4" = 1'-0" E3 ENTRY_ JOINING UNIT EL-vp--',,V 6:12 VAULTED CEILING 6:12 r'IITTER DRAINED TO PORCH ROOF DOWNSPOUT PORCH ROOF GUTTER DRAINED TO STORM WATER 1 "x6" RAISED STUCCO \\ PLASTER TRIM BAND W/ SMOOTH FINISH E ENTRY •' j 1/2" STUCCO PLASTER FINISH (Ground FL TYP.) PRECAST STUCK -ON STONE VENEER No.1 Revision I Date Cay CONSTRUCTION DOCUMENTS TF DESIGN, INC. To6685 Arroyo Dr. Melbourne FL, 32040 U E S I G N TEL: (321) 288-6274 building daaign adrvicns EMAIL: info@t-f-design.com Contractor must verity all dimensions on the job arid report any discrepancy to the designer before proceeding with the work.Diawings 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. Dpi[ Dlt of 1NC. 2171 Avenue Road, Suite 302,'roronto, Ont. 1`05M 4B4 tee (416) 322-6334 fax: (416) 322-7294 email: infoGquadradasigristudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They rnay riot 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 TOWNS SANFORD, FL ` PTH01 ELEVATION 'A' LOT 02 Copyright & Copy: CJ 2009 Quadra Design Studios Inc. Sheet 'title ELEVATIONS & DETAILS Drawn CHRIS BEROERON Checked TF By By Scale1/4"-1'-0" Sheet No. Date JULY 2013 Project 08023 ', ,2A No. Noe 08023_ORTH21 1"x6" RAISED STUCCO GUTTER DRAINED TO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) PORCH ROOF 6.y� TOP OR PLATE ``1 SMOOTH FINISHED WINDOW r' AND DOOR SURROUND TOP OR WINDOW ETAIL WITH ARCHED HEADER - 844 (SEE DETAIL) 7/8" STUCCO oc 2"x4" RAISED STUCCO PLASTER FINISH PLASTER TRIM W/ SMOOTH r (2nd FL TYP.) FINISH OVER 1"x6" RAISED O 11CCO-BLASTER TRIM W/ 00 I SMOOTH FINISH 18" ROOF OVERHANG 1"x6" RAISED STUCCO PLASTER SILL W/ FIN. SECOND FLOOR5:12 SMOOTH FINISH GUTTER OVER FRONT PORCH ONLY DRAINED TO STORM WATER PIPE_ 1"x6" RAISED STUCCO TOP OR WINDOW _ PLASTER FRIEZE TRIM - W/ SMOOTH FINISH (TYP) SMOOTH FINISHED WINDOW AND DOOR SURROUND rn v� WITH FLAT HEADER ❑ a Ll ElDETAIL (SEE DETAIL) Q ^ 0 j 6" WIDE SCORED DOOR _QOSURROUND W/ SMOOTH 1/2" STUCCO PLASTER STUCCO PLASTER (TYP) FINISH (Ground FI. 5"x3" PREFORMED TYP.) LJ LJ JJ LL1 L1J STUCCO WATER TABLE V (SEE DETAIL) FIN. GROUND FLOOR -,f �I PRECAST STUCK -ON LL1111 `-'- I I I �' STONE VENEER FIN. GRADE 00 CLASS AREA ON FRONT ELEVATION 'A'= 57.69 SQ. RT. F1_' W N T ELEVATION "A99 1/4" = 1'--�0" 6:12 r'IITTER DRAINED TO PORCH ROOF DOWNSPOUT PORCH ROOF GUTTER DRAINED TO STORM WATER 1 "x6" RAISED STUCCO \\ PLASTER TRIM BAND W/ SMOOTH FINISH E ENTRY •' j 1/2" STUCCO PLASTER FINISH (Ground FL TYP.) PRECAST STUCK -ON STONE VENEER No.1 Revision I Date Cay CONSTRUCTION DOCUMENTS TF DESIGN, INC. To6685 Arroyo Dr. Melbourne FL, 32040 U E S I G N TEL: (321) 288-6274 building daaign adrvicns EMAIL: info@t-f-design.com Contractor must verity all dimensions on the job arid report any discrepancy to the designer before proceeding with the work.Diawings 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. Dpi[ Dlt of 1NC. 2171 Avenue Road, Suite 302,'roronto, Ont. 1`05M 4B4 tee (416) 322-6334 fax: (416) 322-7294 email: infoGquadradasigristudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They rnay riot 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 TOWNS SANFORD, FL ` PTH01 ELEVATION 'A' LOT 02 Copyright & Copy: CJ 2009 Quadra Design Studios Inc. Sheet 'title ELEVATIONS & DETAILS Drawn CHRIS BEROERON Checked TF By By Scale1/4"-1'-0" Sheet No. Date JULY 2013 Project 08023 ', ,2A No. Noe 08023_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 F TILITI ERS 2'-63)) 8 W/ SI L „ 2 -5 BELO w 2 O SPECIFICATIONS AND ALL OTHER APPLICABLERANGE CODES AND AUTHORITIES HAVING JURISDICTION 15 W 0 W _ =w r MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 J 0 SUDFLOOR AND FLOOR 'TRUSSES FINISHED TEXTURED COATING PER BUILDERS o 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED u) SPECIFICATION. OVER 7/8" THICK PRIMED 3 c� MANUFACTURER. (SEE STRUCTURAL ENGINEERS z_? J W w NAILING SCHEDULE) PROVIDE DRAFT STOPPING w LLI Z 0 w � Ll �- J 0 Z - rY Q T clI C> CL .r G - z h C -= V F) ww I_ r - _ c_> = v) T T- Z Z <f >-- CL _Z _L n 0 L LA t �.J B LABEL YES FOR 1 HR RATED WALLS CONCRETE BLOCK WALL REINFORCED PER ICA 7) D fY n 1 YES FOR 1 HR RATED WALLS W 2050 STI FRAME SINGLE HUNG 24" 60" 241" 60j" 10.00 NO 1B W21 1H4 SH BLOCK SINGLE HUNG 261" 508" 274" 508" 9.32 NO STUD PARTITIONS W22 1H5SH BLOCK SINGLE HUNG 261' 63" 27j" 631" 11.59 NO ROOF CONSTRUCTION W23 IF16 SH BLOCK SINGLE HUNG 26j" 72" 271" 72" 13.25 NO W25 2438 SH FRAME SINGLE HUNG 28" 44" 281" 44j" 8.56 NO FLOORS BETWEEN CONDITIONED AND W26 2444 SH FRAME SINGLE HUNG 28" 52" 281" 521" 10.11 NO 3'-0" W27 2450 SH FRAME SINGLE HUNG 28" 60" 281" 60j" 11.67 NO 1 W28 2460 SH FRAME SINGLE HUNG 28" 72" 28T" 72J" 14,00 NO Ar BASE) EQUALLY SPACED & ANCHORED W51 24 SH BLOCK SINGLE HUNG 37" 508" 371" 508" 13.01 NO INTERIOR DOOR 8' CLG. TYP. W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES W53 26 SH BLOCK SINGLE HUNG 37" 72" 371" 72" 18.50 YES 8'-0" W54 2440 SH FRAME SINGLE HUNG 27" 47" 271" 471" 08.81 NO MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) W55 3040 SH FRAME SINGLE HUNG 36" 48" 361" 484'" 12.00 NO W57 3050 SH FRAME SINGLE HUNG 36" 60" 3614' 601" 15.00 YES 12" FROM INSIDE EDGE W58 3060 SH FRAME SINGLE HUNG 36" 72" 364" 72-J" 18.00 YES 1'-6" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48J" 508" 16.88 NO 1 W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 481" 63" 21.00 YES FINISHED RAILING WHITT PICKETS SPACED W93 4802 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES TEMP CLASS FRENCH 1 LT W95 4040 SH FRAME SINGLE HUNG 48" 48" 48 " 484" 16.00 NO W97 40.50 SH FRAME SINGLE HUNG 48" 60" 48-J" 60�" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 2460 SH BLOCK SINGLE HUNG 28" 72" 28j" 72" 14.00 NO WAI I G,FII_ING_ BETWEEN GARAGiF-AND I IVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE 'THE 9 SPACE NRC LABEL PROVIDING U -VALUE & SHGC TO 'THE 'TYPE "X" DRYWALL ON CEILING OF REMAIN ON WINDOW UNTIL FINAL ENERGY 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 2-24 WID 14 F TILITI ERS 2'-63)) 8 W/ SI L „ 2 -5 BELO w MECHANICAL ENGINEERS DRAWINGS AND O SPECIFICATIONS AND ALL OTHER APPLICABLERANGE CODES AND AUTHORITIES HAVING JURISDICTION 15 RANGE HOOD VENTED TO EXTERIOR AND OVER CONSTRUCTION OF THESE UNITS. THESE W EQUIPPED WITH BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITH UL923 FRAME WALL CONSTRUCTION (2x4) OCEMENTITIOUS FINISH 0 SUDFLOOR AND FLOOR 'TRUSSES FINISHED TEXTURED COATING PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION. OVER 7/8" THICK PRIMED 3 c� MANUFACTURER. (SEE STRUCTURAL ENGINEERS > J W w NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT vi Z 0 CA 1 Z U) v WITH TPI/WTCA BCSI. (1/4') PANEL TYPE T UNDERLAY UNDER RESILIENT AND WOOD I w Z F-< t 10'-0" MAX. HEIGHT (SEE STRUCTURAL Q z h INSULATION, 1/2" INTERIOR DRYWALL FINISH. L) EXTERIOR WALLS TO HAVE A FIRE RESISTANCE li RATING OF I HOUR WHERE LIMITING DISTANCE � 0 0 O r w C T T- v> 0r u U) 0 Z FINISHED TEXTURE COATING PER BUILDERS `-) 2'-8" C-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS CONCRETE BLOCK WALL REINFORCED PER ICA 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS OF WALL. 1x2 PRESSURE TREATED RA'TINC. 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 TEMP GLASS 1/2 FRENCH REFLECTIVE INSULATION (R-4.1), 1/2"19 1B 2 HOUR .SHAFT INR SYS'I-M PART WPIJ 6' -8"P4 SECOND FLOOR PARTY WALL 'TO BE 2 HR = (R-8,61) J LITE, TRANSOM / ELEV F31- STUD PARTITIONS SHEA'THING'. SHAFT LINER ASSEMBLY PER UL U373 AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 (0 16" O.C. TEMP GLASS FULL FRENCH FOR 2 STORIES TO 10'-0" MAX HEIGHT. 6'-8"R4 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 15 LITE, TRANSOM / ELEV DRYWALL BOTH SIDES OF STUDS. 1D MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 R4 SPF#2 OR 2x6 SPF#2 0 24" O.C. TEMP GLASS 1/2 FRENCH 3'-0" 8'-0" 1 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE 04PROVIDE MIN. R-11 BATT INSULATION IN 12 LITE, TRANSOM / ELEV FLOORS BETWEEN CONDITIONED AND k2dF VENTII_gTlr nN UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENT`_;. PROVIDE WRAP, FINISHED SOFFIT TEMP GLASS FULL FRENCH 1E 3'-0" 8'-0" 1 R4 PROVIDE R38 BATT/ BLOWN INSULATION AND 18 LITE, TRANSOM / ELEV 1/2" INTERIOR DRYWALL FINISH ON CEILING O 2'-8" 6'-8" 1 TILE TO BE CEMENT 'TILE BACKER BOARD PER FBC2007 OR702.4.2 INTERIOR DOOR 8' CLG. TYP. INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R311.7.3 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES Ar BASE) EQUALLY SPACED & ANCHORED 1.) INTERIOR DOOR 9' CLG. TYP. TO 2x8 HEADER & P.T. 2x4 PLATE PER 2'-6" 6'-8" 1 IN EVERY SLEEPING ROOM 2.) 'ff1EAUS SHALL BE 2x12 SPF#Z RIPPED INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED 2'-4" 6'-8" 1" OPENING = 24" INTERIOR DOOR 8' CLG. TYP. 4.) STAIR DIMENSIONS SHALL BE AS (4r 2'-4" 8'-0" 1 MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10 INTERIOR DOOR 9' CLG. TYP. MAX. NOSING = 1 1/4" C5 2'-0" 6'-8" 1 8" MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" INTERIOR DOOR 8' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" 3� 2'-0" 8'-0" 1 8" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. `FAIR WIDTH = 3'-0" INTERIOR DOOR 9' CLG. TYP. MIN. CLEAR STAIR WIDTH = 31 1/2" 2'-2" 6'-8" 1 FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" INTERIOR DOOR 8' CLG. TYP. 12" FROM INSIDE EDGE 6 2'-2" 8'-0" 1 ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT INTERIOR DOOR 9' CLG. TYP. C7) 1'-6" 6'-8" 1 q' MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 INTERIOR DOOR 8' CLG. TYP. RAIL - FBC 2010 8311.7.7 Q' 1'-6" 8'-0" 1 JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" INTERIOR DOOR 9' CLG. TYP. MIN. INTERIOR GUARD HEIGHT = 36" ® 1'-10" 6'-8" 1 FINISHED RAILING WHITT PICKETS SPACED 4•) INTERIOR DOOR 8' CLG. TYP. MAXIMUM 4" BETWEEN PICKETS. l0) T-0" 8'-0" 1 R4 TYPE II RAILS FBC R311.7.7.3 FOR GRIP TEMP CLASS FRENCH 1 LT N N 17_100 To N O O -IN LO 4'-11" 20'-0" )-4„ PATIO 10'-0"x 10'-0" CONCRETE AC W 3 W53 6080 PATIO DOOR 1_0100 7„ C T , „ , 1 �r I >, 38 9,_18 rel- 4'-6" 5 -94 I I I 38 1 I -R- I I I L - + J D IRN I N G 54"xPREP. I - CAPETISLAND r-100 _ I KITCHEN � Ls I I O .- I C T TILE IDw1 LI , -N F_ F_ SD6 L - - J ---- I� a RAISED SNACK BAR _ I 1,r --x, _41,, ,, - �,--- ,�33 37„ - f 2 II -10 - - 6 -1 14 8 I.- Ld Z l I NY J 07) Q GATHERING ROOM i <m FL SIN 0'' OJ � I CARPET _J I � � a co I a0 0� m 10-' 12" DROPPED I a o D o w 0t I COFFERED CEILING TO O U J 0 0 V) I I 40" HIGH COVER DROPPED STEP 0 0 v af O V) ^T a I KNEEWALL L,Q J 000 I W/ PTD. PINE- - PROVIDE - L � � L - - - - CAP- - V8"TYPE „X„ - � w DRYWALL CK 0 tai) 0 UNDER STAIRS - - - 0: 4 3 _ g 6 S1!OR� GE �\ FOYER 17 6 r I I ILO 3 03 TILE i I HEADOOM ---- Lt PROVIDE 45 --- MINUTE FIRE RATED 52" '-1" 12" DROP DOOR w/ RATED M - BULKHEAD L - JAMB, SILL AND I B1 1C WD CLOSER in , PROVIDE 1 LAYER 5/8"(D O R C H TYPE "X" EXTERIOR I SHEATHING ON PORCH (- 0'-4" CEILING THIS UNITS - 'o \ 78, r�ld / O ELEHRICIJ TILE I IRROR \ E O o STOP & HWT DROP METER FIRST FLOOR AREA N NICHE SECOND FLOOR AREA 920 SF I PAN LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP 2-24 WID 14 F TILITI ERS 2'-63)) 8 W/ SI L „ 2 -5 BELO -I MECHANICAL ENGINEERS DRAWINGS AND O SPECIFICATIONS AND ALL OTHER APPLICABLERANGE CODES AND AUTHORITIES HAVING JURISDICTION TILE I IRROR \ E O o STOP & HWT DROP ELECTRIC PANEL LOC. SEE SHT E1.1 ------(�)GARAGE I I I I I I i I I I I I I I 1 16'0"x7'0" O.H. GARAGE DOOR V3 LINE OF SYNTHETIC-� STONE WAINSCOT 16'-0" „ 37„ ,8 R S l F l 0 11� .l'' '' LATNLl 1/4 - - 1' --037 r - SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 20'-0" 1 3' 911„ 9)-51), F'-9" 2'-104" 2'-0" 4�" LLWAY (,),HA T__0__P &__ DROP SECON" .PLAN FLOO'B, 1/4 )) = 1 )_V TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/3"x2" FRONT VALENCE PROVIDE 1/4"xl" PTU. DOOR STOP PERIMETER TRIM BDS. OVER ALL PTD. PINE .SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) (-)0 4 FIRST FLOOR AREA PROVIDE SECOND FLOOR AREA 920 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND PAN LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO 'FHE 2010 14 UNDER 2'-63)) 8 6'-61„ - 2 „ 2 -5 HWT5,-63„ 4 ELECTRIC PANEL LOC. SEE SHT E1.1 ------(�)GARAGE I I I I I I i I I I I I I I 1 16'0"x7'0" O.H. GARAGE DOOR V3 LINE OF SYNTHETIC-� STONE WAINSCOT 16'-0" „ 37„ ,8 R S l F l 0 11� .l'' '' LATNLl 1/4 - - 1' --037 r - SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS 20'-0" 1 3' 911„ 9)-51), F'-9" 2'-104" 2'-0" 4�" LLWAY (,),HA T__0__P &__ DROP SECON" .PLAN FLOO'B, 1/4 )) = 1 )_V TYPICAL FOR ALL SHELVES & LEDGES 5/8" PTD. PINE SHELF SUPPORTED ON 5/8"x2" PTD. PINE CLEATS & 5/3"x2" FRONT VALENCE PROVIDE 1/4"xl" PTU. DOOR STOP PERIMETER TRIM BDS. OVER ALL PTD. PINE .SHELVES 48" RECEPTACLE FOR CELL PHONE CHARGER COAT HOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. CONSTRUCTION NOTES (Unless Otherwise Noted) ELEV. 'A' FIRST FLOOR AREA UNLESS NOTED OTHERWISE (U.N.O.) ALL SECOND FLOOR AREA 920 SF CONSTRUCTION TO ADHERE TO THESE PLANS AND 1596 SF LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP SPECIFICATIONS AND TO ADHERE TO 'FHE 2010 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G Sr FBCR CODE AND AMENDMENTS, STRUCTURAL 2019 SF 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND HOOD VENT (FDC' -M1503) SPECIFICATIONS AND ALL OTHER APPLICABLERANGE 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) OCEMENTITIOUS FINISH 16 SUDFLOOR AND FLOOR 'TRUSSES FINISHED TEXTURED COATING PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FLOOR TRUSSES BY REGISTERED TRUSS SPECIFICATION. OVER 7/8" THICK PRIMED 3 MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENfrfIOUS 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" OSH EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS @ 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL ENGINEERS SPECIFICATIONS) R1.3 BATT FXPO`.FD Rll�t DING FACT INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE RATING OF I HOUR WHERE LIMITING DISTANCE IS LESS THAN S-0" BI.00K CUNS'fRUCJION - OCONCRETE 2 CEMENHfIOUS FINISH 2 HOUR MASONRY PARTY WALL FINISHED TEXTURE COATING PER BUILDERS 18 GROUND FLOOR PARTY WALL FROM 'FOP OF SPECIFICATIONS OVER 1/2' THICK PRIMED 3 SLAB UP TO 9'-4" A.F.F 'TO BE 2 HR RATED COAT CEMENTHIOUS 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 EQUIVALEN r 'THICKNESS. CONTRACTOR TO TIED TO CONTINUOUS BOND BEAM AT 'rOP VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RA'TINC. 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 INR SYS'I-M PART WPIJ INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL 'TO BE 2 HR = (R-8,61) RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF STUD PARTITIONS SHEA'THING'. SHAFT LINER ASSEMBLY PER UL U373 AND INSTALLED PER MANUFACTURERS OINTERIOR 3 BEARING PARTITIONS 2x4 SPF#2 (0 16" O.C. SPEC FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 SPF#2 0 24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM EXPOSEDFLOOR f0 EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE 04PROVIDE MIN. R-11 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. FLOORS BETWEEN CONDITIONED AND k2dF VENTII_gTlr nN UNCONDITIONED SPACES APPROVED HOUSE VENT ROOF PER 2010 FBCR REQUIREMENT`_;. PROVIDE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT EAVE AND HALF WITH OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 21 O TILE TO BE CEMENT 'TILE BACKER BOARD PER FBC2007 OR702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES: R311.7.3 1.) STRINGERS SHALL BE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES Ar BASE) EQUALLY SPACED & ANCHORED 1.) (FBC-R310) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2.) 'ff1EAUS SHALL BE 2x12 SPF#Z RIPPED MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW - 5.7 Sq. Ft. 3.) RISERS SHALL BE 1x8 SPF#2 RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10 = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" -THE LOWEST PART OF THE CLEAR OPENING 'TO THE FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. `FAIR WIDTH = 3'-0" FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINK STAIR:Z S.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-8612.2) 12" FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR WATER RESISTIVE BARRIER. WINDOWS SHALL BE SEALED WITH MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 OR 1281 WITH -TESTING AND PERFORMANCE CLASS 25 OR RAIL - FBC 2010 8311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKH 201. OHAND MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38" FENESTRAnON PRODUCTS 70 BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 8613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WHITT PICKETS SPACED 4•) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC R311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS TO TERMINATE OF 1/4" IN WIDTH TO WALL OR NEWEL POST PER FBC 8311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE 0 WALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FBC ENERGY CODE SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WAI I G,FII_ING_ BETWEEN GARAGiF-AND I IVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE 'THE 9 SPACE NRC LABEL PROVIDING U -VALUE & SHGC TO 'THE 'TYPE "X" DRYWALL ON CEILING OF REMAIN ON WINDOW UNTIL FINAL ENERGY INSPECTION. 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 JOIN FS IN ORDER TO BE GAS AND FUME TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC 8302.11 (4) DOOR FROM GARACE 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 1O" 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' 0ATTIC ACCESS (FB. 880!) 13 ATTIC ACCESS HATCH 22"X.-30" WITH WEA'lHLk STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 3O" VERT. HEIGHT. ALLOW 30" HEADROOM IN Arm AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. DIMENSION & AREA NOTES - FOR C.M.U. WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTFRIOR FINISH FOR SIDING' OR CEMENTITIOUS FINI5•H. - FOR EXTERIOR STUD WALLS ALL DIMENSIONS ARE MEASURED FROM IN57DE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SIIEA TI -ANG. (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 SURFACE MEASURED TO E,YTERIOR SURFACE OF CEMENTITIOUS FINISH, MASONRY VENEER, OR SIDING (PER ELEVATION) AS OUTLINED IN AMERICAN NA TIONAL STANDARDS INSTITUTE INC. (ANI 2765-2003) AREA CALCULATIONS (ANSI) ELEV. 'A' FIRST FLOOR AREA 676 SF SECOND FLOOR AREA 920 SF TOTAL A/C AREA 1596 SF COVERED PORCH AREA 50 SF GARAGE AERA 373 SF TOTAL AREA UNDER ROOF 2019 SF No.1 Revision I Dale By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (321) 288-6274 building design services EMAIL: info@t-f-design.eom Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work. Drawings are NOT to be scaled. All drawings and specifications are instruments of service and the copyright property of the designer and must be returned upon request. 1D>�mN S[uDlos TFic. 2171 Avenue Road, Suite 302, Toronto, Out. M5M 404 tel: (416) 322-6334 fax: (416) 322-7294 entad: u)fu a uadradesic nsludios.can <�g J 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 4m Project Name LOCH LAKE TOWNS SANFORD, FL TPTH03 ELEVATION 'C' LOT 03 Copyright & Copy; Cd 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES Drawn CHRIS BERGERON Checked TF Scale By Sheet 11/4"=V-0" Ne. Date JULY 2013 Project No. 08023 3. FilNo. 08023 TPTH03 1, g„ I_ F 10" 7" EQ. EQ. 4'fn _ w I EQ. > I, VARIES I SMOOTH SCALE 2:1 - 10" WIDTH 7" WIDTH , 4" SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER x _ rtcv _ I iV x a I � iU-) •`tc� cV REM L 1 3/4" RECESS—] SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS -f--1 8 i STUCCO 16" _ PANEL 5' x 2;, 3 w ARCHED HEADER DETAIL i 1 0 TF DESIGN, INC. - � 7" EQ. I EQ. - 7 EQ. EQ. I SMOOTH V I - , 4„ - , 4" Melbourne FL, 32940 PLASTER TRIM W/ ul U) w FINISH TPI • «91l 9AR-997a IL 1 V VARIES 3". 7" , 3",4" SCALE 2:1 10" WIDTH N 7" WIDTH 10" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER l'— 8 s TF DESIGN, INC. PLASTER TRIM W/ - 7 EQ. EQ. SMOOTH V I 6685 Arroyo Dr. I 1/2"x6" - , 4" Melbourne FL, 32940 PLASTER TRIM W/ U) w FINISH TPI • «91l 9AR-997a I, VARIES 10" WIDTH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER D Z r'; u 6:12 7/8" STUCCO I PLASTER FINISH (2nd Fl. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) PROVIDE CONTROL JOINT @ PARTY WALL —� PROVIDE CONTROL JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & '8'= 131.92 SQ. FT. (INCLUDES PPO WINDOW) R T LAR ELEVATIO`N 99 C 99 1/4 3) = 1I-01) 2'-4" 1/2" NOM. STUCCO I PLASTER FINISH ELECTRIC METER NICHE 4" THICK CMV I I 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE A ELEC METER. SECTION AT METER NICHE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP, )--� SMOOTH FINISHED WINDOW SURROUND WITH ARCHED HEADER (SEE DETAIL) I 7/8" STUCCO l PLASTER FINISH (2nd FI. TYP.) I- 36" HIGH BLACK r— METAL RAILING J1.. 18" ROOF OVERHANG ! PROVIDE CONTROL JOINT 1/2" STUCCO -- PLASTER FINISH (Ground FI. TYP.) 36"x8'-0" FIRE RATED SOLID FRONT DOOR 1"x6" RAISED STUCCO PLASTE FRIEZE TRIM W/ SMOOTH FINISH 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) — PRECAST STUCK—ON STONE -- VENEER — 6:12 6:12 I J ' �12r: 5.12.. INEINtol ININI !1111911 E1111111MI IRIS 111111111111 1111111111111111 • GLASS AREA ON FRONT ELEVATION 'B'= 59.74 SO. FT. 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) FOP OF PLATE TOP OF WINDOW SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER (SEE DETAIL) 2"x4" RAISED STUCCO PLASTER TRIM W/ SMOOTH FINISH OVER Q 1%6" RAISED STUCCO PLASTER I 00 TRIM W/ SMOOTH FINISH 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH FIN. SECOND FLOOR TOP OF WINDOW "— 12"x12"x1" SQUARE RAISED STUCCO PLASTER DETAIL W/ SMOOTH FINISH (TYP.) rn I 1/2" STUCCO 0 O PLASTER FINISH I (Ground FI. TYP.) p0 1"x6" RAISED STUCCO PLASTER TRIM BAND W/ SMOOTH FINISH FIN. GROUND FLOOR FIN. GRADE 00 F RONS' ELEVATION "('" 6:12 PROVIDE 18" ROOF CONTROL JOINT GLASS AREA ON SIDE ELEVATION '8'= 9.33 SQ. FT. (FRONT DOOR AREA INCLUDED W/ FRONT ELEVATION SQ.FT.) No. Revision I Date lay CONSTRUCTION DOCUMENTS 1"x4" RAISED STUCCO TF DESIGN, INC. PLASTER TRIM W/ SMOOTH FINISH OVER 6685 Arroyo Dr. I 1/2"x6" RAISED STUCCO Melbourne FL, 32940 PLASTER TRIM W/ SMOOTH FINISH TPI • «91l 9AR-997a PORCH ROOF GUTTER DRAINED TO STORM WATER PIPE 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) -1"x10" SMOTH FINISHED WINDOW HEADER 2-24"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER E7\/ ENTJ'L7\,Y GARAGE EI,E�' 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. D9iTON STUD106 CNC. 2171 Avenue Road, Suite 302, Toronto, Out. M5M 4B4 tel: (416) 322-6334 fax: (416) 322-7294 email: info@quadradesignstudios.com Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital Information. They may riot be copied or used for any other projects or purposes or distributed without lire written consent of Quadra Design Studios Inc. Client i 1 � Proje Namect LOCH LAKE TOWNS SANFORD, FL TPTH03 ELEVATION 'C' LOT 03 Copyright & Copy; D 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & DETAILS Drawn CHRIS BERGERON Checked TF By lay Scale1 /4"—'I -0" Sheet No. Date JULY 2013 Project 08023 No File No. 08023TPTH03 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. -HEADROOM "6�' U - O 0 mdo 5» - PORCH 3.28 38 Iw� m w CJ I- W �0 tl W 0 N Z O F- w 0 2 = (_� � w z �- U � 0 W W > J (n O O 0 w m W 2 z Z Z p v rr M m J U Z ZZ W W aW.. z ¢ W Z ;-. F O0 w O O t.� O O Q Q Q O O 0 O O Oo o D J n_ W ♦- I- T = 2'-8" V)1 w C! R4 B LABEL ¢ w I O z z o O Q� z w g B LABEL W17 2050 SH FRAME SINGLE HUNG 24" 60" 244" 604" 10.00 NO TEMP GLASS 1/2 FRENCH W21 SH BLOCK SINGLE HUNG 26" 50" 27" 50" 9.32 NO 1 C W0221H4 W22 1H5SH BLOCK SINGLE HUNG 264' 63" 274' 631" 11.59 NO 6'-8" W23 116 SH BLOCK SINGLE HUNG 264" 72" 274' 72" 13.25 NO R4 W25 2438 SH FRAME SINGLE HUNG 28" 44" 281" 444" 8.56 NO W26 2444 SH FRAME SINGLE HUNG 28" 52" 28:4" 524" 10.11 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 281" 604" 11.67 NO 2'-8" C8 2460 SH FRAME SINGLE HUNG 28" 72" 281" 724" 14.00 NO 1 W51 24 SH BLOCK SINGLE HUNG 37" 508" 371" 508" 1101 NO W52 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES INTERIOR DOOR 9CLG. TYP. W53 26 SH BLOCK SINGLE HUNG 37" 72" 37j" 72" 18.50 YES 4fi W5) 2440 )'I-1 FRAME SINGLE HUNG 27" 47" 271" 47J" 08.81 NO 6'-8" W5) 3040 SH FRAME SINGLE HUNG 36" 48" :564" 481" 12.00 NO (5) 3050 SH FRAME SINGLE HUNG 36" 60" 364" 601" 15,00 YES 58 3060 SH FRAME SINGLE HUNG 36" 72" 361" 72j" 18.00 YES W9 448x50 SH BLOCK SINGLE HUNG 48" 5OR" 48j" 508" 16.88 NO 1'-6" W92 48x63 SH BLOCK SINGLE HUNG 48" 63" 481" 63" 21.00 YES 1 W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 48j" 72" 24.00 YES W95 4040 SH FRAME SINGLE HUNG 48" 48" 481" 481" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 484" 601" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 2460 SH BLOCK SINGLE HUNG 28" 72" 28J" 72" 14.00 NO INSPECTION. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE & EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER CARPET 15'-64" -HEADROOM "6�' U - O 0 mdo 5» - PORCH 3.28 38 Iw� m w CJ I- W �0 tl W 0 31 w 0 4.2 �v 00� 6 5'-64" _ O C) o W > c� I w m rn Z p v rr M O F ~Z 2 T WO Y J 0 J U V) O0 w SHUTTER _) W J r- 0 O O w Z FL Z L w U) O z �J 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS LINE OF SYNTH TIC (1-A2'-8" 8'-0" 1 R4 B LABEL YES FOR "1 HR RATED WALLS 3'--8" 6,-61" TEMP GLASS 1/2 FRENCH 113 3'-0" 6'-8" 1 R4 9 LITE, TRANSOM / ELEV 1 C R4 TEMP GLASS FULL FRENCH 3'-0" 6'-8" 1 15 LITE, TRANSOM / ELEV 1D R4 TEMP GLASS 1/2 FRENCH 3'-0" 8'-0" 1 12 LITE, TRANSOM / ELEV R4 TEMP GLASS FULL FRENCH 18 LITE, TRANSOM / ELEV �2 2'-8" 6'-8" 1 J" INTERIOR DOOR 8' CLG. TYP. 2'-8" W-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 2'-6" 8'-0" 1 INTERIOR DOOR 9CLG. TYP. 2'-4" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 4fi 2'-4" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. 2'-0" 6'-8" 1 g�" INTERIOR DOOR 8' CLG. TYP. r�� lJ� 2'-0" 8'-0" 1 INTERIOR DOOR 9' CLG. TYP. t,-2) 2'-2" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 8A 2'-2" 8'-0" 1 IN FERIOR DOOR 9' CLG. TYP. 1'-6" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 1'-6" 8'-0" 1 g' INTERIOR DOOR 9' CLG. TYP. 1'-10" 6'-8" 1 INTERIOR DOOR 8' CLG. TYP. 8'-0" 1 -_[3'-0" R4 TEMP GLASS FRENCH 1 LT LnIOO i` 16" DROPPED BULKHEAD OVER TOILET - 5'-21„-9" 6'-02" PATIO A 10'-0"x 6'-0" CONCRETE 4.3 2 OAH01-411 W53 0 _ W53 y 6080 PA 10 DOOR F ----I I I I I I 3" 1 R I I I _I 3 5-64 DINING ROOM TILE I 42"x42" 0) I ISLAND - rn rn I I I N i l KITCHEN I ITLE I, CD SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS DWI u - _ - J L J -- ----- --- 42� HIGH rR F. A. NACK BAR WALK-IN PROVIDE ------- `� PANTRY 5/8"TYPE "X" A I DRYWALL 4.1 A 14 UNDER STAIR`. 4 7 -11 -5 2 , ---4 NUJ STORAGE O ¢ GATHERING ROOM_LOW__ N v _ CARPET 15'-64" -HEADROOM "6�' U - O 0 mdo 5» - PORCH 3.28 38 Iw� m I- W �0 tl W 0 31 a Z 67 4.2 �v 00� 6 5'-64" _ O C) o W > Ld I L f� T_ 7 7" 51-4)1 _ v rr M O � O (t! 2 0ov)n Os ¢ `a 1 `r ``JJ I i` 16" DROPPED BULKHEAD OVER TOILET - 5'-21„-9" 6'-02" PATIO A 10'-0"x 6'-0" CONCRETE 4.3 2 OAH01-411 W53 0 _ W53 y 6080 PA 10 DOOR F ----I I I I I I 3" 1 R I I I _I 3 5-64 DINING ROOM TILE I 42"x42" 0) I ISLAND - rn rn I I I N i l KITCHEN I ITLE I, CD SEE DRAWINGS BY CABINET MFR FOR KITCHEN CAB ELEVATIONS DWI u - _ - J L J -- ----- --- 42� HIGH rR F. A. NACK BAR WALK-IN PROVIDE ------- `� PANTRY 5/8"TYPE "X" A I DRYWALL 4.1 A 14 UNDER STAIR`. 4 7 -11 -5 2 , ---4 PWD IPWD.O\(�7SII � TIDE _I 2 11 -9" �� 11 "�, _NAFTROR�6� STOP I DRO P�20VI DE PIAN UNDER38" 2,-61HWT 7'-O8» 0 2'-7 I i STORAGE O > 66 GATHERING ROOM_LOW__ N NY J _ CARPET 15'-64" -HEADROOM "6�' U - O 0 mdo 5» - PORCH 3.28 p Iw� m �0 tl W I az U)w o 7) 31 w sin 4.2 �v 00� 6 5'-64" 3'-102" 5'-10" W > I ¢ 0 cr m 7) T_ 7 7" 51-4)1 _ 71" 4 O � O (t! 2 Os ¢ PWD IPWD.O\(�7SII � TIDE _I 2 11 -9" �� 11 "�, _NAFTROR�6� STOP I DRO P�20VI DE PIAN UNDER38" 2,-61HWT 7'-O8» 0 2'-7 I i 7 _ , O I 4.3) N 1538 SF �=(00 44 SF N1D SHTSTRICAL 7R IR 38" Q0 OGARAGE PANELRIC (-)0'-4" SHUTTER SECOND FLOOR AREA 838 SF LOC. SEE 1538 SF DETAIL SEE SHT-IN 44 SF 37" 5» 12 -28 SHTSTRICAL 5» - PORCH 3.28 p 8 ELECTRIC I Ln 4.2 METER NICHE I I I I 7" 51-4)1 _ 71" 4 �n - - - -LINE OF FLOOR ABOVE 2 W22 SHUTTER SEE SHT 2.2A 8'0"x7'0" O.H. GARAGE DOOR A T.3 2 LINE OF SYNTH TIC STONE WAINSC T 1' 24"8,-0,r 3'--8" 6,-61" LO 00 14 - ?n' -n" � 1 i COr\. !�LAN, 1 I 4"y 2'-10" k4" F1_1_1_ZST FLOOIR, PLAN 1/4109 - 11-V 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"xl" PTD. DOOR STOP PERIMETER TRIM BIDS. OVER ALL PTD. PINE SHELVES 48" RECEPTACLE FOR CELL PHONE RECHARGER COATHOOKS ON 3/4"x7-1/2" PTD. PINE LEDGER BD. (,,LL HAWAY STOP & DROP 3'-8" 1'-4" 2'-4" KITCHEN FLUSH BREAKFAST BAR SECTION CONSTRUCTION NOTES (Unless Otherwise Noted) UNLESS NOTED OTHERWISE (U.N.O.) ALL CONSTRUCTION TO ADHERE TO THESE PLANS AND 14 LINEN CLOSET OR PANTRY w/ MIN. 14" DEEP GARAGE WITH LIVING SPACE ABOVE & 1/2 DRYWALL ON WALL BETWEEN LIVING SPACE AND GARAGE MIN. R-11 IN WALLS AND FLOORS w/ CONDITIONED SPACE ABOVE. TAPE AND SEAL & STRUCTURALLY SUPPORT ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION & AREA NOTES TIGHT. SEAL ALL PENETRATIONS PER 2010 FBC - FOR C.M.U. WALLS, ALL DIMENSIONS R302.11 (4) ARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES DOOR FROM .ARAB TO HOUSF 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 CEMENI/ROUS' FINISH. FOR EXTERIOR STUD WALLS, ALL PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM (WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF STUD TO OUTSIDE RISE 7 3/4" MINIMUM TREAD 10" FACE OF EXTERIOR SHEATHING. AND WEATHERSTRIPPING. - 11 O CLOTHES DRYER VENT (FBC-M15D2) (EXCLUDES 7/8" CEMENTITIOUS FINISH 12 DRYER EXHAUST VENTED 'TO EXTERIOR MIN. OR SIDING) 10'-0" FROM A/C CONDENSER. MIN. 36' FROM - FOR INTERIOR STUD WALLS, ALL ANY OPENING & EQUIPPED WITH BACK DRAFT DIMENSIONS ARE MEASURED FROM DAMPER MAX. 25' DUCT LENGTH. 45' BEND = FACE OF STUD TO FACE OF STUD. 2.5', & 90' BEND = 5' - SQUARE FOOTAGE CALCULATIONS ARE ATTIC ACCE55 (FBC-RSQMEASURED TO EXTERIOR SURFACE OF 7� 103 ATTIC ACCESS HATCH 22"x30" WITH WEATHER C'EMENTIT/OUS FINISH, MASONRY VENEER, STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. OR SIDING (PER ELEVATION) AS OUTLINED X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN IN AMER/CAN NATIONAL STANDARDS ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. INSTITUTE INC. (ANSI 2765-2003) SPECIFICATIONS AND TO ADHERE TO THE 2010 SHELVES, PROVIDE 4 SHELVES FOR 8' CL'(, & FBCR CODE AND AMENDMENTS, STRUCTURAL 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, MECHANICAL ENGINEERS DRAWINGS AND RANGE HOOD VENT (FBG -M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING JURISDICTION OVER CONSTRUCTION OF THESE UNITS. THESE EQUIPPED WI"(H BACK DRAFT DAMPER. REQUIREMENTS ARE TO BE TAKEN AS MINIMUM MICROWAVES LOCATED ABOVE A COOKING SPECIFICATIONS APPLINCE SHALL COMPLY WITHUL923 FRAME WALL CONSTRUCTION (2x4)_ SUBFLOOR AND FLOOR TRUSSES OCEMENTITIOUS FINISH FINISHED 'TEXTURED COATING PER BUILDERS 16 3/4" T&C SUB -FLOOR ON PRE-ENGINEERED SPECIFICA'fIUN OVER 7/8" 'THICK PRIMED 3 FLUOR TRUSSES BY REGISTERED 'TRUSS MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTfTIOU5 APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANTNAILING 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) 873 BATT EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 1 / EXTERIOR WALLS 70 HAVE A FIRE RESISTANCE 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 7L0.1(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 BUND BEAM AT 70P VERIFY THAT DELIVERED BLOCK HAS CORRECT OF WALL. 1x2 PRESSURE TREATED RATING. PARTY WALL TO HAVE 1 1/2" P.T. SfkAPPINC AT 'L4" O.C. T -NAILED INTO STRAPPING ®24" O.C. BLOCK. FI -FOIL AA -2 VAPOR SHIELD REFLECTIVE INSULATION (R-4.1), 1/2" 19 'L HOUR SHAFT LINER SYSTEM. PARTY WALL INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 FIR RATED CONTINUOUS FROM TOP OF MASONRY FIRE WALL BELOW, TO UNDERSIDE OF ROOF INTERIOR STUD PARTITIONS SHEATHING. SHAFT LINER ASSEMBLY PER UL O0373 AND INSTALLED PER MANUFACTURERS BEARING PARTITIONS 2x4 SPF#2 ®16" Q.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSfRl1CTI0N 2-2x4 SPF#2 TOP PLATES. 1/2" IN'IERIOf2 ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PARTITIONS TO DE 2x4 GRADE ROOF SHEATHING W/ "FI" CLIPS. APPROVED SPF#2 OR 2x6SPF#2 0 '24" O.C. PRE-ENGINEERED ROOF TRUSSES BY TRUSS MANUFACTURER AT 24" O.C. PRE -FINISHED ALUMINUM O EXPOSED FLUOR f1 'f0 EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE PROVIDE MIN. -11 BATTINSULA'fIUN 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 WHI05T OFF -RIDGE VENTS (O'HAGINS, INC. OR EQUAL) AS ATTIC OVER LIVING SPACE REQUIRED BY CALAULA'fION PROVIDE 838 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH 6O TILE TO BE CEMENT TILE BACKER BOARD PER FBC2007 8702.4.2 INTERIOR `'FAIRS -SITE BUILT FBC 7010 8311.7.5 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL BE 2x12 SPF//2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES A7 BASE) EQUALLY SPACED &ANCHORED 1.) (FBC-8:510) TO 2x8 HEADER & P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM 2.) TREADS SHALL BE 2x12 SPFMINIMUM RIPPED MINIMUM AREA F01 GROUND FLOOR EMERGENCY ESCAPE CY ESCAPE ESCAPE SCAPE DOWN AS REQUIRED GLUED AND NAILED WINDOW = 5.7 Sq. Ft. MINIMUM AREA FOR SECOND FLOOR EMERGEN WINDOW = 5.7 Sy. Ft. 3.) RISERS SHALL BE 1x8 SPF//'L RIPPEDPEU MINIMUM HEIGHT DIMENSION FOR EMERGENCY DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24" 4.) STAIR DIMENSIONS SHALL BE AS MINIMUM WIDTH DIMENSION FOR EMERGENCY E FOLLOWS OPENING = 20" 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 (FUG-R6113.2)MIN. HEADROOM = 6'-8" FOR WINDOWS MORE THAN 6'-0" ABOVE FINISHED GRADE, O THE MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF [HE CLEAR OPENING 7 ' FLIGHT OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-8612.2) 12° FROM INSIDE EDGE INSTALL APPROVED CORROSION RESISTANT FLASHING AT "TO THE WATER ED WITH MIN. WINDER READ MEASURED = 6" ALL EXTERIOR DOORS &WINDOWS TO EXTEND AT ANY POINT SURFACE OF THE EXTERIOR WALL FINISH OR RESISTIVE BARRIER. WINDOWS SHALL BE SEAL MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 ASS 25 OR OR 1281 WITH TESTING AND PERFORMANCE CL OHAND[jAll -FRC 7010 R,311.7.7 AAMA CLASS 800 OR 812. RECOMMEND SIKA 201. A OPENING MIN. STAIR HANDRAIL HEIGHT = 34" JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT 38" FENESTRATION PRODUCTS TO BE SEALED WITH MIN. INFERIOR GUARD HEIGHT = 36" SEALANT COMPLYING WITH FBC2007 8613.8.1 MIN. EXTERIOR GUARD tIEIGTI f = :56" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM 'TOLERANCE FOR MASONRY ROUGH MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-8612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE MAXIMUM INDOWS OF H 2010 AS /RES TYPE II RAILS FOO 8311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A SPECIFICATIONS. HANDRAILS TO TERMINATE OF 1/4" IN WIDTH 70 WALL OR NEWEL POST PER FBC 8311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR W SEC TION 402 COMPLIANCE OWALLS BACKING ONTO ATTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FOG ENERGY CODC- SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WIT INSULATION. INCLUDES VAULTED CEILING, FBG ENERGY CODE 'FABLE 402.1.1 VALUES OR SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA COMPUTER PROGRAM OWALL &CEILING BETWEEN GARAGE AND AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE THE NRC LABEL PROVIDING U -VALUE & SHGC TO g SPACE 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. AREA CALCULATIONS (ANSI) ELEV. 'B' FIRST FLOOR AREA 700 SF SECOND FLOOR AREA 838 SF TOTAL A/C AREA 1538 SF COVERED PORCH AREA 44 SF GARAGE AERA 271 SF TOTAL AREA UNDER ROOF 1853 SF Nu.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. im Melbourne FL, 32940 TEL: (3 21) 288-6274 D in S I G N building design EMAIL: Info@t-f-design.com 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. loi3•raN Ji'IV910S Ixc. 2171 Avenue Road, Suite 302, Toronto, Out. M5M 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: info ukluadradesi{Jnstudies.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 W Project LOCH LAKE TOWNS Name SANFORD, FL TPTH02 ELEVATION 'A' LOT 04 Copyright & Copy; (U 2009 Quadra Design Studios Inc. Sheet Title FIRST FLOOR PLAN & NOTES ) By C 'awn CHRIS BERGERON BByecked TF Scale1/4"=1 /4"_ 1 1-011 Sheet No. Date JULY 2013 Project No. 08023 4.1A No 08023_TPTH02 2'-0" RI N I � 2v R_ 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS 11 J- b Z�R_ 1-Q '4 7„ -EQ. EQ. 4r _ w I JOINT PLASTER FRIEZE TRIM VARIES _-4 _ 3",4" SCALE 2:1 10" WIDTH In SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER VARIES 3" 7 11,3"4" w SCALE 2:1 N7 4- 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER SURROUND DETAIL WITH FLAT �- rn VA VARIES 3" 7" J3S"4" SCALE 2:1 f , /' HEADER (SEE DETAIL) 10" WIDTH `v 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER 2'-0" RI N I � 2v R_ 3/4" RECESS SCALE 2: 1 24"x60" PREFORMED STUCCO PANEL SHUTTERS 1-4 I N �n I iv 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 11 10 4- b R 10" '4 7" i� EQ. EQ. _ 4r _ w r7 JOINT PLASTER FRIEZE TRIM VARIES 3". 7" 3",4" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER VARIES 3" 7 11,3"4" SCALE 2:1 N7 4- 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER 1-4 I N �n I iv 3/4" RECESS SCALE 2:1 16"x63" PREFORMED STUCCO PANEL SHUTTERS 2'-4„ 6:12 10 4- b 711 - EQ. I EQ. '4 rn w � r7 JOINT PLASTER FRIEZE TRIM VARIES 3". 7" 3",4" SCALE 2:1 10" WIDTH N 7" WIDTH SMOOTH FINISHED WINDOW SURROUND DETAIL WITH ARCHED HEADER 2'-4„ 6:12 GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. REAE. ELEVATION "A99 1/4)) = 1)-0)) A ELEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO 'LASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ 'SMOOTH STUCCO PLASTER (TYP) a 261 LVA101a CONTROL JOINT PARTY WALL o TOP OF PLATE –I — TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) I o 0 I f� 6:12 o b 5:1z PROVIDE CONTROL � r7 JOINT GLASS AREA ON REAR ELEVATION FOR 'A' & 'B'= 124.48 SQ. FT. REAE. ELEVATION "A99 1/4)) = 1)-0)) A ELEC METER. SECTION AT METER NICHE 1/2" NOM. STUCCO 'LASTER FINISH ELECTRIC METER NICHE ' THICK CMV 'DIA. CONDUIT TO JN THROUGH CMU DLLOW CORE 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 6" WIDE SCORED WINDOW SURROUND W/ 'SMOOTH STUCCO PLASTER (TYP) a 261 LVA101a CONTROL JOINT PARTY WALL o TOP OF PLATE –I — TOP OF PLATE TOP OF WINDOW 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) I o 0 I f� 6:12 AM., ENTRY GA'17\),AGE ELEV �� 1/49) = V-01) 01) PORCH GUTTER DRAIN TO STORM WATER PIPE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 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 ur 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. IR k_21beaatsr fnintoa 1Nc 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: infoCU_)quadradusignsludios.corrr Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They inay riot be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE TOWNS Name SANFORD, FL TPTH02 ELEVATION 'A' LOT 04 Copyright & Copy; V 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & DETAILS Drawn=ERON',,"e'ked By CHRIS BERG TF Scale1/411=11-011 Sheet No. Date JULY 2013 Pro jectNo.08023 4.2A N' 08023_TPTH02 FIN. SECOND FLOOR I 4:12 5:1z PROVIDE CONTROL 1"x6" RAISED STUCCO JOINT PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) TOP OF WINDOW SMOOTH FINISHED DOOR SURROUND DETAIL WITH FLAT �- rn (a 1/2" STUCCO HEADER (SEE DETAIL) PLASTER FINISHI II ©©l_ (Ground FI. TYP.) o `- O 1/2" STUCCO PLASTER FINISH II `- 6" WIDE SCORED (Ground FI. TYP.) DOOR SURROUND W/ 00 — SMOOTH STUCCO PRECAST STUCK -ON J rr PLASTER (TYP) STONE VENEER III FIN. GROUND FLOOR FIN. GRADE 00 E4 GLASS AREA N FRONT ELEVATION 'A'= 76.58 SQ. FT. FT-) r-% r,...,uNT ELEVATION "A9' 1/4 )) _ 1)_01) AM., ENTRY GA'17\),AGE ELEV �� 1/49) = V-01) 01) PORCH GUTTER DRAIN TO STORM WATER PIPE 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK -ON STONE VENEER 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 ur 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. IR k_21beaatsr fnintoa 1Nc 2171 Avenue Road, Suite 302, Toronto, Ont. M5M 4134 tel: (416) 322-6334 fax: (416) 322-7294 email: infoCU_)quadradusignsludios.corrr Quadra Design Studios Inc. retains the copyright in all drawings, plans, sketches, and all digital information. They inay riot be copied or used for any other projects or purposes or distributed without the written consent of Quadra Design Studios Inc. Client Project LOCH LAKE TOWNS Name SANFORD, FL TPTH02 ELEVATION 'A' LOT 04 Copyright & Copy; V 2009 Quadra Design Studios Inc. Sheet Title ELEVATIONS & DETAILS Drawn=ERON',,"e'ked By CHRIS BERG TF Scale1/411=11-011 Sheet No. Date JULY 2013 Pro jectNo.08023 4.2A N' 08023_TPTH02 WINDOW SCHEDULE NOTLS: 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 15705FI WITH LOW -E GLASS OR EQUAL 4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT. ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE. 5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SPECIFIC DETAILS. GARAGE AERA RANGE HOOD VFLLL(ELTC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING' JURISDICTION 'ITIESE w U EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF UNITS. THESE MICROWAVES LOCATED ABOVE A COOKING REQUIREMENTS ARE TO DE TAKEN AS MINIMUM w z 7 � T Q = 5 w = LL vl U> 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FLOOR 'TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" 'THICK PRIMED 3 1-1 W H U -- rj O 0 W U 0 EVERY 1000 S.F. BRACING IN ACCORDANCE W [r 0 -JW W M _ -1 Z W _[ W Z W Z Z W C� W ENGINEERS SPECIFICATIONS) R13 BATT a `r U INSULATION, 1/2" INTERIOR DRYWALL FINISH. r�v EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 0 O RATING OF 1 HOUR WHERE LIMITING DISTANCE r Z IS LESS THAN T-0" F- r U O C U U] z = 3 V) Q 0 _U Z U Z J < W W 0- F- Z H L 0 O 00 Q Z W W O LdJ r RATING. PARTY WALL TO HAVE 1 1/2" P.T. I O 2'-8" 6'-8" (x 0 r z FOR 1 HR RATED WALLS W17 2050 SH FRAME SINGLE HUNG 24" 60" 24-4" 60,4" 10.00 NO W21 1H4 SH BLOCK SINGLE HUNG 264" 508" 27j" 50�" 9.32 NO 6'-8" W22 1H5SH BLOCK SINGLE HUNG 26�' 63" 27-1" 631" 11.59 NO W23 1H6 SH BLOCK SINGLE HUNG 264" 72" 27-1" 72" -13.25 NO OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN W25 2438 SH FRAME SINGLE HUNG 28" 44" 28-4" 44-4" 8.56 NO HALF OF REQUIRED VENTILATION AT EAVE AND HALF W26 2444 SH FRAME SINGLE HUNG 28" 52" 28j" 52�" 10.11 NO W27 2450 SH FRAME SINGLE HUNG 28" 60" 28-J" 60-J" 11.67 NO 1 (28 2460 SH FRAME SINGLE HUNG 28" 72" 281" 72J" 14.00 NO I ow�W51 24 SH BLOCK SINGLE HUNG 37" 508" 37j" 508" 13.01 NO INTERIOR DOOR 9' CLG. TYP. W 25 SH BLOCK SINGLE HUNG 37" 63" 371" 63" 16.19 YES lJ� W53 26 SH BLOCK SINGLE HUNG :37" 72" 37J" 72" 18.50 YES 6'-8" W`•>) 2440 SH FRAME SINGLE HUNG 27" 47" 271" 47J" 08.81 NO WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE W55 3040 SH FRAME SINGLE HUNG 36" 48" 36j" 484" 12.00 NO (W 57 3050 SH FRAME SINGLE HUNG 36" 60" 361" 60J" 15.00 YES ow�a W58 3060 SH FRAME SINGLE HUNG 36" 72" 361" 724" 18.00 YES 2'-2" W91 48x50 SH BLOCK SINGLE HUNG 48" 508" 48j" 508" 16.88 NO 1 �' W9)2 48x63 SH BLOCK SINGLE HUNG 48" 63" 481" 63" 21.00 YES TYPE II RAILS FBC 8311.7.7.3 FOR GRIP W93 48x72 SH BLOCK SINGLE HUNG 48" 72" 481" 72" 24.00 YES INTERIOR DOOR 8' CLG. TYP. W9) 4040 SH FRAME SINGLE HUNG 48" 48" 481" 481" 16.00 NO W97 4050 SH FRAME SINGLE HUNG 48" 60" 48J" 60J" 20.00 YES SPECIALTY WINDOWS IF APPLICABLE (SEE MODEL ELEVATION) W98 2460 SH BLOCK SINGLE HUNG 28" 72" 28j" 72" 14.00 NO INSPECTION. DOOR SCHEDULE NOTES: 1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS 2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE 8c EXTENT OF GLAZING 3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING 4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS FRENCH DOOR, LOUVERED DOOR OR OTHER MECHANICAL ENGINEERS DRAWINGS AND GARAGE AERA RANGE HOOD VFLLL(ELTC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING' JURISDICTION 'ITIESE w U EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF UNITS. THESE MICROWAVES LOCATED ABOVE A COOKING REQUIREMENTS ARE TO DE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 SPECIFICATIONS 7 FRAME WALL CONSTRUCTION (2x4), CEMENTITIOUS FINISH O 16 SUBFLOOR AND FLOOR TRUSSES FINISHED TEXTURED COATING PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED FLOOR 'TRUSSES BY REGISTERED TRUSS SPECIFICATION OVER 7/8" 'THICK PRIMED 3 w MANUFACTURER. (SEE STRUCTURAL ENGINEERS COAT CEMENTITIOUS APPLICATION OVER NAILING SCHEDULE) PROVIDE DRAFT STOPPING GALV. METAL LATH w/ WATER RESISTANT EVERY 1000 S.F. BRACING IN ACCORDANCE BARRIER PER ASTM C 1063 &APPROVED 0 WITH TPI/WTCA DCSL (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSD EXTERIOR UNDERLAY UNDER RESILIENT AND WOOD SHEATHING, 2x4 STUDS 0 16" O.C. TO FLOORING 10'-0" MAX. HEIGHT (SEE STRUCTURAL U ENGINEERS SPECIFICATIONS) R13 BATT WZ M EXPOSED BUILDING FACE INSULATION, 1/2" INTERIOR DRYWALL FINISH. 17 EXTERIOR WALLS TO HAVE A FIRE RESISTANCE 0 O RATING OF 1 HOUR WHERE LIMITING DISTANCE r k-- J IS LESS THAN T-0" F- W Z F:Q ¢ n U U] Z w 0 VD 2 I SLAB UP TO 9'-4" A.F.F TO BE 2 HR RATED y_ D PER UL ASSEMBLY U905. FBC TABLE 720.1(2) w W 0 0 0 T TIED TO CONTINUOUS BOND BEAM AT TOP ) Z VERIFY THAT DELIVERED BLOCK HAS CORRECT LdJ O RATING. PARTY WALL TO HAVE 1 1/2" P.T. 0 2'-8" 6'-8" 1 R4 B LABEL YES FOR 1 HR RATED WALLS 2 HQOR SHAFT LINFR SY ,TEM PARTY WALT_ 1 A 2'-8" 8'-0" 1 R4 B LABEL YES FOR 1 HR RATED WALLS FIRE WALL BELOW, TO UNDERSIDE OF ROOF SHEATHING. SHAFT LINER ASSEMBLY PER UL INTERIOR STUD PARTITIONS �\ U373 AND INSTALLED PER MANUFACTURERS v BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. TEMP GLASS 1/2 FRENCH SPEC. 113 3'-0" 6'-8" 1 R4 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR 9 LITE, TRANSOM / ELEV ROOF COVERING AS SPECIFIED INSTALLED PER 1C O MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PAR 1I TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 5PF#2 r9 24" O.C. TEMP GLASS FULL FRENCH PRE-ENGINEERED ROOF TRUSSES BY TRUSS 3'-0" 6'-8" 1 R4 FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE OEXPOSED PROVIDE MIN. R-11 BATT INSULATION IN 15 LITE, TRANSOM / ELEV PROTECTED) OVER SUBFASCIA. 1 D ROOF VENTILATION UNCONDITIONED SPACES APPROVED HOUSE R4 VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE WRAP, FINISHED SOFFIT TEMP GLASS 1/2 FRENCH HALF OF REQUIRED VENTILATION AT EAVE AND HALF 3'-0" 8'-0" 1 REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 12 LITE, TRANSOM / ELEV 1 E 8'-0" OTILE 6 R4 TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 TEMP GLASS FULL FRENCH 8311 7.3 3'-0" 1.) STRINGERS SHALL DE 2x12 SPF#2 (P.T. 1 MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1.) 18 LITE, TRANSOM / ELEV 70 2x8 HEADER & P. 1'. 2x4 PLATE PER O 2'-8" 6'-8" 1 IN EVERY SLEEPING ROOM INTERIOR DOOR 8' CLG. TYP. 2.) 'TREADS SHALL BE 2x12 SPF#2 RIPPED 2'-8" 8'-0" 1 MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE INTERIOR DOOR 9' CLG. TYP. RISERS SHALL BE 1x8 SPED RIPPED 03 2'-6" 6'-8" 1 OPENING = 24" INTERIOR DOOR 8' CLG. TYP. 4.) STAIR DIMENSIONS SHALL BE AS lJ� 2'-6" 8'-O" 1 MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" INTERIOR DOOR 9' CLG. TYP. MAX. NOSING = 1 1/4" 2'-4" 6'-8" 1 8" MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = W_8" INTERIOR DOOR 8' CLG. TYP. MAX. VERTICAL RISE FOR = 12'-0" 4A 2'-4" 8'-0" 1 8" WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0 INTERIOR DOOR 9' CLG. TYP. MIN. CLEAR STAIR WIDTH = 31 1/2" 5 2'-0" 6'-8" 1 FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" INTERIOR DOOR 8' CLG. TYP. 12" FROM INSIDE EDGE 5 2'-0" W-0" 1 g" ALL EXTERIOR DOORS & WINDOWS TO EXTEND TO THE AT ANY POINT INTERIOR DOOR 9' CLG. TYP. 2'-2" 6'-8" 1 MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 INTERIOR DOOR 8' CLG. TYP. HAND RAIL -FBC 2010 8311. % %- (6- 2'-2" W-0" 1 e' JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38' INTERIOR DOOR 9' CLG. TYP. MIN. INTERIOR GUARD HEIGHT 3g" 0 1'-6" 6'-8 " 1 �' FINISHED RAILING WITH PICKETS SPACED 4,) INTERIOR DOOR 8' CLG. TYP. MAXIMUM 4" BETWEEN PICKETS. -6" 8'-0° 1 MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC 8311.7.7.3 FOR GRIP INTERIOR DOOR 9' CLG. TYP. SPECIFICATIONS. HANDRAILS '10 TERMINATE 1'-10" 6'-8" 1 8" 8311.7.7.2 CONTINUITY 5.) INTERIOR DOOR 8' CLG. TYP. SECTION 402 COMPLIANCE 8'-0" 1 J" R4 WALLS WHICH SEPARATE CONDITIONED LIVING TEMP GLASS FRENCH 1 LT (0100 r9IOO O I N OA W53 21' 10' 0" 51- 8" PATIO 0'-0"x 10'-0" CONCRETE W53 /w6080 PATIO DOOR GATHERING ROOM r42" HIGH KNEEWALL W/ 3�" , 1" PTD. PINE CAPPED 3 8 I. -64 7'-1" 3'-4" L 5'_6 1» , 78 K.A. _PASS THRU -L F.A. F - - - tom. r IN r---1 "100 to F- � I L--:- _ DWI I S FOYER >\ X TILE r CO � I KITCHEN -Y 1D �1N ' (6 I I - 66"x30" ���, '�� K\ j w ` V- ISLAND N o I N <ABW2: w Wz IT 7D rr w I T R I - ��3 U I 1 -4 8 � r�= a L I --t aj SEE DRAWINGS UP 178 BY CABINET PAN. I I MFR FOR I I KITCHEN CAB �I < I 6 I - ELEVATIONS 10Ln i It i N MI ROR �I ' 7 I in DINING ROOM -100 P WD�32,. I I I TILE f� TILE DOOR I T-100 _ 1 _ _ _ , " 38, ' 3'- " I STORAGE I 9 -1 08 -r 5'-1" C I_I00 I _ (TWH, f -I SLOPED I CEILING N I PROVIDE II I _ _ III PROVIDE PAN I I I I BARRIE 5/8"TYPE "X" WALL UNDER I - 1 11 DRYWALL 41 HWT I L - - J I UNDER STAIRS 4 L _- --J ELECTRIC Ir - PANEL 3 OGARAGE __ ___--- rI`r i LINE OF FLOOR ABOVE I I r•� � I I N I r• I 16'0"x7'0" O.H. DOOR 1'- 16'-4" 20'-0„ 2'-6" IN III$, �JFA\\l 27"x32" FLANGE 27"x32" FLANGE HIGH FC WINDOW LO N =IN O Ln 00 o I I I er) o I� I I1r) I Ln W92 _ 00 v,2z O 8"85 " Ln J a 0 LJ 0 LINE OF SYNTIJETIC STONE WAINSC T O -IN L0 SIN O r -IN N- - - • r- -IN 0'0 00 Ow O I _J Q < O r 0 rY W � � S 20'-112" 5)-4)1 HALLWAY ART NICHE OPTIONAL CANNED LIGHT PROVIDE 1/4"x1" PTD. DOOR STOP PERIMETER TRIM BOARDS OVER PTD. PINE LEDGE 5/8" PTD. PINE LEDGE W/ 1" PROJECTION PTD. WINDOW CASING PTD. BASE BOARD 4'-1" 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\' T/ SHELVES, PROVIDE 4 SHELVES FOR 8' CL'G & FBCR CODE AND AMENDMENTS, STRUCTURAL SECOND FLOOR AREA 5 SHELVES FOR 9' CEILING ENGINEERS DRAWINGS AND SPECIFICATIONS, 1699 SF COVERED PORCH AREA MECHANICAL ENGINEERS DRAWINGS AND GARAGE AERA RANGE HOOD VFLLL(ELTC-M1503) SPECIFICATIONS AND ALL OTHER APPLICABLE 15 RANGE HOOD VENTED TO EXTERIOR AND CODES AND AUTHORITIES HAVING' JURISDICTION 'ITIESE EQUIPPED WITH BACK DRAFT DAMPER. OVER CONSTRUCTION OF UNITS. THESE MICROWAVES LOCATED ABOVE A COOKING REQUIREMENTS ARE TO DE TAKEN AS MINIMUM APPLINCE SHALL COMPLY WITH UL923 SPECIFICATIONS FRAME WALL CONSTRUCTION (2x4), CEMENTITIOUS FINISH O 16 SUBFLOOR AND FLOOR TRUSSES FINISHED TEXTURED COATING PER BUILDERS 3/4" T&G SUB -FLOOR ON PRE-ENGINEERED 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 DCSL (1/4') PANEL TYPE HOUSE WRAP, 7/16" OSD 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 T-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 HQOR SHAFT LINFR SY ,TEM PARTY WALT_ INTERIOR DRYWALL FINISH, TOTAL R -VALUE SECOND FLOOR PARTY WALL TO BE 2 HR 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 v BEARING PARTITIONS 2x4 SPF#2 0 16" O.C. SPEC. FOR 2 STORIES TO 10'-0" MAX HEIGHT. PROVIDE 2x4 SPF#2 BOTTOM PLATE & 20 ROOF CONSTRUCTION 2-2x4 SPF#2 TOP PLATES. 1/2" INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15# FELT PAPER OVER EXT. NON-BEARING PAR 1I TO BE 2x4 GRADE ROOF SHEATHING W/ "H" CLIPS. APPROVED SPF#2 OR 2x6 5PF#2 r9 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 5 ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION PROVIDE R38 BATT/ BLOWN INSULATION AND 1/2" INTERIOR DRYWALL FINISH ON CEILING ALL WALLS IN TUB AND SHOWER SURROUND AREAS WITH OTILE 6 21 TO BE CEMENT TILE BACKER BOARD PER FBC2007 R702.4.2 INTERIOR STAIRS -SITE BUILT FBC 2010 8311 7.3 WINDOW GENERAL NOTES: 1.) STRINGERS SHALL DE 2x12 SPF#2 (P.T. MINIMUM EMERGENCY ESCAPE WINDOW OPENING SIZES AT BASE) EQUALLY SPACED & ANCHORED 1.) (FBI -8:310) 70 2x8 HEADER & P. 1'. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW REQUIRED STRUCTURAL ENGINEERS SPECS. IN EVERY SLEEPING ROOM MINIMUM AREA FOR GROUND FLOOR EMERGENCY ESCAPE 2.) 'TREADS SHALL BE 2x12 SPF#2 RIPPED WINDOW = 5.7 Sq. Ft. DOWN AS REQUIRED GLUED AND NAILED MINIMUM AREA FOR SECOND FLOOR EMERGENCY ESCAPE WINDOW = 5.7 Sq. Ft. RISERS SHALL BE 1x8 SPED RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE DO DOWN AS REQUIRED CLUED AND NAILED. OPENING = 24" MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE 4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20" FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE OPENING MIN. TREAD = 10" = 44" ABOVE FLOOR MAX. NOSING = 1 1/4" MAX. RISER = 7 3/4" 2.) MINIMUM WINDOW SILL HEIGHT (FBC-R613.2) MIN. HEADROOM = W_8" FOR WINDOWS MORE 'THAN 6'-0" ABOVE FINISHED GRADE, MAX. VERTICAL RISE FOR = 12'-0" THE LOWEST PART OF THE CLEAR OPENING TO THE FLIGH r OF STAIRS WINDOW SILL OF AN OPERABLE WINDOW IS 24" ABOVE MIN. STAIR WIDTH = 3'-0 FINISHED FLOOR FOR WINDOWS MIN. CLEAR STAIR WIDTH = 31 1/2" FOR WINDER STAIRS 3.) FLASHING SEALANTS AND WEATHERSTRIPPING MIN. WINDER TREAD MEASURED= 10" (FBC-8612.2) 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 8311. % %- AAMA CSS 800 OR 812. RECOMMEND SIKA 201. LA 7 O MIN. STAIR HANDRAIL HEIGHT = 34' JUNCTURE BETWEEN EXTERIOR PLASTER AND MAX. STAIR HANDRAIL HEIGHT = 38' FENESTRATION PRODUCTS TO BE SEALED WITH A MIN. INTERIOR GUARD HEIGHT 3g" SEALANT COMPLYING WITH FBC2007 R613.8.1 MIN. EXTERIOR GUARD HEIGHT = 36" FINISHED RAILING WITH PICKETS SPACED 4,) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING MAXIMUM 4" BETWEEN PICKETS. SIZE (FBC-R612.12.2) HANDRAILS TO MEET REQUIREMENTS FOR MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE TYPE II RAILS FBC 8311.7.7.3 FOR GRIP FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM SPECIFICATIONS. HANDRAILS '10 TERMINATE OF 1/4" IN WIDTH TO WALL OR NEWEL POST PER FBC 8311.7.7.2 CONTINUITY 5.) MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS SECTION 402 COMPLIANCE 80 WALLS BACKING ONrO AFTIC TOTAL WINDOW AREA SHALL NOT EXCEED 16% OF WALLS WHICH SEPARATE CONDITIONED LIVING TOTAL FLOOR AREA (2010 FDC ENERGY CODE SPACE FROM UNCONDITIONED ATTIC SPACE 402.1.2.3) SHALL BE INSULATED WITH R-19 BATT MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 INSULATION. INCLUDES VAULTED CEILING, FBC ENERGY CODE TABLE 402.1.1 VALUES OR AS SKYLIGHT, RAISED COFFERED CEILING. CONTAINED IN THE ENERGY GAUGE USA/FLA/RES COMPUTER PROGRAM WALL & CEILING BETWEEN GARAGE AND LIVING WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE SPACE THE NRC LABEL PROVIDING U -VALUE & SHGC TO 5/8" TYPE "X" DRYWALL ON CEILING OF REMAIN ON THE WINDOW UNTIL FINAL ENERGY INSPECTION. GARAGE WITH LIVING SPACE ABOVE & 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 R302AI (4) DOOR FROM GARAGE TO HOIJSE 1O DOOR AND FRAME TO BE GAS PROOFED. DOOR TO BE EQUIPPED WIN SELF CLOSING DEVICE AND WEATHERSTRIPPING. PRECAST CONCRETE STEP OR WOOD STEP 11 (WHERE NOT EXPOSED TO WEATHER) MAX. RISE 7 3/4" MINIMUM TREAD 10" CLOTHES DRYER VENT (FBC-M1502), 12 DRYER EXHAUST VENTED TO EXTERIOR MIN. 10'-0" FROM A/C CONDENSER. MIN. 36' FROM ANY OPENING & EQUIPPED WITH BACK DRAFT DAMPER MAX. 25' DUCT LENGTH. 45' BEND = 2.5', & 90' BEND = 5' 13 ATTIC ACCESS (FBC-R807� ATTIC ACCESS HATCH 22"x30" WITH WEATHER STRIPPING INTO ANY ATTIC EXCEEDING 30 S.F. X 30" VERT. HEIGHT. ALLOW 30" HEADROOM IN ATTIC AT HATCH LOCATION. (R-30) RIGID INSULATION BACKING. COUNTERTOP KITCHEN CABINET -1[V a I cV A KITCHEN SCALE 2:1 PREP. ISLAND DIMENSION & AREA NO TES - FOR G M. U. WALLS, ALL DIMENSIONS- ARE IMENSIONSARE MEASURED FROM FACE OF CONCRETE MASONRY UNIT. (EXCLUDES INSIDE STRAPPING W/ DRYWALL AND EXTERIOR FINISH FOR 51DING OR CEMENTITIOUS FINISH. - FOR EXTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF EXTERIOR SHEATHING. (EXCLUDES 7/8" CEMENTITIOUS FINISH OR SIDING) - FOR INTERIOR STUD WALLS, ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD TO FACE OF S)'UD. - 5QUA RE FOO TACE CALCUL ATONS 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) ELEV.'B' FIRST FLOOR AREA 698 SF SECOND FLOOR AREA 1001 SF TOTAL A/C AREA 1699 SF COVERED PORCH AREA 13 SF GARAGE AERA 430 SF TOTAL AREA UNDER ROOF 2142 SF No.1 Revision Date By CONSTRUCTION DOCUMENTS FTTF 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 servlces 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. 9�LOil $1i/9508 INC 2171 Avonue Road, Suite 302, Toronto, Ont. M5N14134 lel: (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 4M Project LOCH LAKE TOWNS Name SANFORD, FL TPTH05E ELEVATION 'B' LOT 05 Copyright & Copy, © 2009 Quadra Design Studios Inc. Sheet FIRST FLOOR PLAN & NOTES Title Drawn By CHRIS BERGERON CheckedBy TF Scale 1/4"_1 -0" Sheet No. Date JULY 2013 Project 08023 No. 5.1B N'� 08023_ORTH21 5"x3" PREFORMED STUCCO WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER 6:12 �2 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 1"x6° RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH PROVIDE CONTROL JOINT 6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) r7 x� I CV x O I _ in .F Ky LlI cV ref ' 1'-0" ro'i 1 i"� 3/4" RECESS =�=I SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS 6"WIDE x18 1/2" HIGH x 18 1/2" TOP OF PLATE _L TOP OF WINDOW PROJ. PTD. POLYURETHANE } * ZD_-- BRACKET NO. BL2955 BY 7/8" STUCCO PLASTER FINISH — /8:12 SPECTIS OR EQUAL (TYP.) (2nd FI. TYP.) I I 00 1 6:12 �2 6:12 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 18"x60" PREFORMED STUCCO PANEL SHUTTERS (SEE DETAIL) 7/8" STUCCO PLASTER FINISH (2nd FI. TYP.) 1"x6° RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH PROVIDE CONTROL JOINT 6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 6" WIDE SCORED WINDOW SURROUND W/ SMOOTH STUCCO PLASTER (TYP) 1/2" STUCCO PLASTER FINISH (Ground FI. TYP.) r7 x� I CV x O I _ in .F Ky LlI cV ref ' 1'-0" ro'i 1 i"� 3/4" RECESS =�=I SCALE 2:1 18"x63" PREFORMED STUCCO PANEL SHUTTERS SIDE ELE`'AH'ION „ F3„ z ou ' 2-4" I o 00 I RIDGE LINE WHEN PAIRED W/ TH02 6:12 6•� 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) R r r _ r cc C\ [Fil 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR b 1"x6" RAISED STUCCO PLASTERS TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) Itr--, UUL1LtL1LU[J EUIMM�MMEM MMM111HUM MFMM MUM FIN. GROUND FLOOR 00 FIN. GRADE 6:12 III IIIL'01 Iffy- F IID\.,ONT ELEVATION 1/47, 17-097 TOP OF PLATE _L TOP OF WINDOW } * ZD_-- T 7/8" STUCCO PLASTER FINISH — - EQ. EQ. (2nd FI. TYP.) I I 00 1 r_1 ' 4' METER WINDOW SURROUND [J—ELECTRIC NICHE W/ SMOOTH to w FIN. SECOND(TREDOR PROVIDE CONTROL — 4" THICK CMV 4 JOINT II TOP OF WINDOW VARIES 3" 7" '4" SCALE 2:1 10" WID'rH 7" WIDTH SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH ARCHED HEADER SIDE ELE`'AH'ION „ F3„ z ou ' 2-4" I o 00 I RIDGE LINE WHEN PAIRED W/ TH02 6:12 6•� 2"x3" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH ABOVE 1"x7" RAISED STUCCO PLASTER HEADER TRIM W/ SMOOTH FINISH (SEE DETAIL) R r r _ r cc C\ [Fil 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) FIN. SECOND FLOOR b 1"x6" RAISED STUCCO PLASTERS TRIM BANDS W/ SMOOTH FINISH TOP OF WINDOW SMOOTH FINISHED WINDOW AND DOOR SURROUND DETAIL WITH FLAT HEADER (SEE DETAIL) Itr--, UUL1LtL1LU[J EUIMM�MMEM MMM111HUM MFMM MUM FIN. GROUND FLOOR 00 FIN. GRADE 6:12 III IIIL'01 Iffy- F IID\.,ONT ELEVATION 1/47, 17-097 ELEC METE-DwID SECTION AT METER NICHE 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE — 6" WIDE SCORED DOOR SURROUND — IW/ SMOOTH p STUCCO PLASTER I (TYP) DD 1/2" STUCCO PLASTER FINISH — (Ground FI. TYP.) FIN. GROUND FLOOR 00 FIN. GRADE 6:12 6:12 91 99 III _JI -til I TOP OF PLATE 7"x72„ TOP OF WINDOW 1/2" NOM. STUCCO 7/8" STUCCO PLASTER FINISH — I I PLASTER FINISH - (2nd FI. TYP.) I o 00 1 r_1 6" WIDE SCORED METER WINDOW SURROUND [J—ELECTRIC NICHE W/ SMOOTH STUCCO PLASTER FIN. SECOND(TREDOR PROVIDE CONTROL — 4" THICK CMV JOINT II TOP OF WINDOW ELEC METE-DwID SECTION AT METER NICHE 2"DIA. CONDUIT TO RUN THROUGH CMU HOLLOW CORE — 6" WIDE SCORED DOOR SURROUND — IW/ SMOOTH p STUCCO PLASTER I (TYP) DD 1/2" STUCCO PLASTER FINISH — (Ground FI. TYP.) FIN. GROUND FLOOR 00 FIN. GRADE 6:12 6:12 91 99 III _JI -til I 7"x72"— 2"x96" ATIO OOR 7"x72„ REARDELEVATION 1/499 _ 17_079 1"x6" RAISED STUCCO - PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO — PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 14"x44" PREFORMED STUCCO — PANEL SHUTTERS (SEE DETAIL) 1"x6" RAISED STUCCO PLASTER SILL W/ SMOOTH FINISH (TYP) 1"x6" RAISED STUCCO PLASTER FRIEZE TRIM W/ SMOOTH FINISH (TYP) 6"WIDE x18 1/2" HIGH x 18 1/2" PROD. PTD. POLYURETHANE BRACKET NO. BL2955 BY SPECTIS OR EQUAL (TYP.) 1/2" STUCCO PLASTER FINISH (Ground Fl. TYP.) 5"x3" PREFORMED STUCCO — WATER TABLE (SEE DETAIL) PRECAST STUCK—ON STONE VENEER No.1 Revision I Date By CONSTRUCTION DOCUMENTS TF DESIGN, INC. 6685 Arroyo Dr. Melbourne FL, 32940 D E S I G N TEL: (341) 288-6274 building design services EMAIL: info@t-f-design.com Contractor must verify all dimensions on the job and report any discrepancy to the designer before proceeding with the work.Drawings are NOT to be scaled. All drawings and specifications are instruments of service arid the copyright properly of the designer and must be returned upon request. �35SON S2UDSOt 1NC 2171 Avenue Road, Suite 302, Toronto, Out. 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 Proje Narnect LOCH LAKE TOWNS SANFORD, FL TPTH05E ELEVATION 'B' LOT 05 Copyright & Copy; © 2009 Quadra Design Studios Inc. Sheet ELEVATIONS & DETAILS 1-itle BY CHRIS BERGERON Checked TF Scale 1/4" -1' -On Sheet No. Date JULY 2013 Project No. 08023 5.2B FilNo. 08023 ORTH21 DESIGN CRITERIA AND LOADS Building Code WIND AREA 2010 Florida Building and Residential Codes IZ - Interior Zone (psf) Code for Design Loads 0-20 ft2 ANSUASCE 7-10 +20.9 -27.9 ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD .................................. 20 PSF TOP CHORD DEAD LOAD................................7 PSF BOTTOM CHORD LIVE LOAD +17.7 -19.5 AITICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE ....................... 10 PSF VINYL SOFFIT MAX PRESSURE (psf) (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING ................................................. Cu = 1.60 ASCE 7-10,3S GUST ........................................ 139 MPH BASIC WIND SPEED DIA.x12" EMBED ANCHOR IN CONCRETE EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... If ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES .............................. (SEE TABLE 1) FLOOR LOADING .............................................. Cj = 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 (14) %" x 2 %" TITEN SCREWS IN MASONRY ROOF TRUSSES .............................................. LL / 240 16 TL / 180 12 TL MAX 1" UP TO 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL / 360 FITSM20 'rL/'240 NOTE 7 "TL MAX 3/" NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT AND WINDOWS AND DOORS WIND AREA ON ZONE DESIGNATION IZ - Interior Zone (psf) _ EZ - End Zone (psf) 0-20 ft2 +20.9 -22.6 +20.9 -27.9 21 - 50 ft2 +19.9 -21.6 +19.9 -25.9 51 - 100 112 +18.7 -20.4 +18.7 -23.5 101 - 200 ft2 +17.7 -19.5 +17.7 21.7 LL U N 0.148" VINYL SOFFIT MAX PRESSURE (psf) +20.9 -27.9 GARAGE DOOR PRESSURE - SEE FRAMING PLAN 1 ST FLOOR 5.5 FT (TYP) END ZONE DESIGNATION 2ND FLOOR 5.5 FT (TYP)END ZONE FIDESIGNATION TABU 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS NOTES 3.4 NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1532' CATEGORY (32/16 SPAN RATING) , USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE APA. 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. RESERVED. 7. RESERVED. 8. BRITTLE VENEER IS ASSUMED TO APPLY TO STUCCO AND DIRECTLY ADHERED STONE FOR FULL OR PARTIAL HEIGHT OF EXTERIOR WALL TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.G. NOTES 1, 2 BEARING CONDITION WALL HEIGHT & STUD TYPE 8d COMMON BRITTLE VENEER MIN 1/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (7/s' 24/16 v O (EXCLUDING BRICK VENEER) INSTALLED HORIZONTALLY) W/ 8d COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE Ix (NOTE 8) FIELD. 2x4 BLOCKING IS REQUIRED AT UNSUPPORTED PANEL EDGES. I -w 16 12 - - LL U N 0.148" MIN 7/a' CATEGORY 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG p U) SHINGLE ROOF DIMENSION PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL OIw- (2)2x4 NO.2 SPF, 2x5 NO.2 SPF EDGES, 6" O.C. IN THE FIELD. (%6" 24/16 SHEATHING MAY BE USED ON 1 -STORY ROOF) (9) 10d COMMON EACH END DIA.x12" EMBED ANCHOR IN CONCRETE 00 � 2x6 SPF STUD, 2x6 NO.2 SPF FLOOR DECK: 2332" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. 12 %" PLYWOOD OR EXTERIOR SHEETROCK TO TRUSSES, RAFTERS, OR BLOCKING AT 2x4 SPF STUD PERIMETER. TYP AS NOTED ON PLAN. (SHEETROCK FASTENED w/ 5d x 1 5/" COOLER PORCH CEILING BOARD: NAIL OR NO. 6 x 1 Y" LONG SCREW: 4" O.C. AT EDGES, 8" O.C. IN FIELD. PLYWOOD (4) Y4' x 2,V4" TITEN SCREWS IN MASONRY FASTENED w/ 8d COMMON: 3" O.C. AT EDGES, 12" O.C. IN FIELD. NOTES: 1. FOR SHEATHING THICKNESS GREATER THAN 1532' CATEGORY (32/16 SPAN RATING) , USE 10d RING SHANK NAILS IN LIEU OF 8d RING SHANK NAILS. (0.148" x 3" LONG). 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE APA. 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. RESERVED. 7. RESERVED. 8. BRITTLE VENEER IS ASSUMED TO APPLY TO STUCCO AND DIRECTLY ADHERED STONE FOR FULL OR PARTIAL HEIGHT OF EXTERIOR WALL TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.G. NOTES 1, 2 BEARING CONDITION WALL HEIGHT & STUD TYPE 8d COMMON 0.131" 8 FT 9 FT 10 FT 11 Fr 12 FT 8d RINGSHANK 0.113" } 2x4 SPF STUD 16 12 - - - Z p 2x4 NO.2 SPF 16 16 12 - - LL 12d COMMON 0.148" 3-'/n" 16d SINKER 0.148" 3-'/a" d (2)2x4 NO.2 SPF, 2x5 NO.2 SPF 3%" (9) 10d COMMON EACH END DIA.x12" EMBED ANCHOR IN CONCRETE � 2x6 SPF STUD, 2x6 NO.2 SPF 16 16 16 16 12 MSTAM36 2x4 SPF STUD 12 (12) 16d COMMON & 53" x 7" DRILL & EPDXY (4) Y4' x 2,V4" TITEN SCREWS IN MASONRY - Q MSTCM60 (26) 10d COMMON IN WOOD FRAMING (NOTE 6) (12" EMBED AT GARAGE DOOR RETURNS) (14) %" x 2 %" TITEN SCREWS IN MASONRY O 2x4 NO.2 SPF 16 16 12 (6) 10d COMMON IN BEAM LL C) - (18) 16d COMMON IN HEADER FITSM20 (10) 10d COMMON INTRUSS/RAFTER NOTE 7 (10) 10d COMMON IN BEAM 0 -L-L4 (2)2x4 NO.2 SPF, 2x5 NO.2 SPF HGA10KT (4) SDS %" x 1 %" SCREWS IN TRUSS/RAFTER H2.5T (5) 8d x 1 %" IN TRUSS 0 ^-y 2x6 SPF STUD, 2x6 NO.2 SPF 16 16 16 16 12 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. WALL DESIGNED AS UN -BLOCKED. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS RECOMMENDED FOR STUCCO VENEER, SEE TABLE 2. 4. FASTEN EXTERIOR WALL STUDS w/ (4) 8d TOE -NAILS OR (2) 16d END NAILS. TABLE 4: NAIL SIZE LEGEND NOTES 1, 2, 3, 4 NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. LTA_ to] I' Lei I TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE DIAMETER LENGTH 8d COMMON 0.131" 2-Y" 8d RINGSHANK 0.113" 2-Y8" 10d x 1-%" 0.148" 1%" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3-'/n" 16d SINKER 0.148" 3-'/a" 16d COMMON 0.162" 3%" NOTES: 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF PROTECTIVE COATING. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. LTA_ to] I' Lei I TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER 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 MT312 DIPPED GALVANIZED. NOTES: 1. SILL PLATES BEARING ON CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY EXPOSED TO EARTH OR WEATHER AND SODIUM BORATE TREATMENTS HAVE BEEN PROVEN TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 1. ALL MASONRY UNITS SHALL HAVE 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 = 2,500PS1. 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 I\Ir )TPR 9 3 A DTT2Z (8) %" x 1 z" SDS SCREWS IN STUD H3 (4) 8d IN TRUSS/RAFTER (NOTE 2) Y " x 6" EMBED EPDXY OR SCREW ANCHOR ST -3 ...................... (4) 8d IN PLATE HTT4 (18) 0.162" x 2 Y2' 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, MT312 (7) 10d x 1 /2" EACH END (NOTE 2) 53" 0 x 6" EMBED ANCHOR IN CONCRETE (NOTE 1) HDQ8-SDS3 (20) SDS Y4' x 3" SCREWS IN STUD GROUP MSTA24 (9) 10d COMMON EACH END DIA.x12" EMBED ANCHOR IN CONCRETE META20(7) 10d x 1 %" IN TRUSS 4" WET EMBED IN GROUTED BLOCK WALL MSTA36 (13) 10d COMMON EACH END ABU44(7) MSTAM36 10d COMMON IN WOOD FRAMING (NOTE 6) (12) 16d COMMON & 53" x 7" DRILL & EPDXY (4) Y4' x 2,V4" TITEN SCREWS IN MASONRY ABU66 (12) 16d COMMON & 5/e' x 7" DRILL & EPDXY MSTCM60 (26) 10d COMMON IN WOOD FRAMING (NOTE 6) (12" EMBED AT GARAGE DOOR RETURNS) (14) %" x 2 %" 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 (12) 10d x 1 Y2" IN STUD HU410, HUC410, HU210-2, HUC210-2 (18) 16d COMMON IN HEADER FITSM20 (10) 10d COMMON INTRUSS/RAFTER NOTE 7 (10) 10d COMMON IN BEAM (4) Y4' x 2 Y4' TITEN SCREWS IN MASONRY HGA10KT (4) SDS %" x 1 %" SCREWS IN TRUSS/RAFTER H2.5T (5) 8d x 1 %" IN TRUSS 0 (4) SDS Y4" x 3" SCREWS IN TOP PLATE (5) 8d x 1 %" IN TOP PLATE HGAM10KTA (4) SDS Y4" 31 %" SCREWS IN TRUSS/RAFTER H8 (5) 1 O x 1 %" IN TRUSS (4) / 1.x 2 /4 TITEN SCREWS IN MASONRY (5) 1 O x 1 %" IN PLATE TSP (9) 10d x 1 %2 IN STUD (6) 10d x 1 %" IN PLATE 1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 2. PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG. PRODUCES MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. 3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. 6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES %" 0 x 2 Y4' TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4' 0 x 1 3/+" TITENS ILO 16d CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL 93 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'r0 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 YHE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. PRE-ENGINEERED TRUSSES 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST -1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. 2. TRUSSES SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. FRAMING NOTES 1. SIMPSON ACRYLIC -TIE ADHESIVE SHALL BE USED IN ALL DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. EPCON G5 HIGH STRENGTH EPDXY OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE TO SLAB CONNECTIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE %6' GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MIDST BE FOLLOWED FOR PROPER INSTALLATION. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 5. FASTEN SW, AND LOAD BEARING WALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. 6. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d 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, UNO. 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 6' REQUIRE A (2)2x4 NO.2 SPF PLANK ORIENTED (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6) 12d COMMON TOE -NAILS AT EACH END. OPENINGS > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN 8' 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 ...................... 1ST LEVEL STRUCTURAL PLAN ST -3A ....................1 ST LEVEL ROOF FRAMING PLAN STA ...................... 2ND LEVEL STRUCTURAL PLAN (IF APPLICABLE) STAA.................... 2ND LEVEL ROOF FRAMING PLAN (IF APPLICABLE) ST-5.......................TYPICAL WALL SECTION SHEET ST -6 ...................... SECTIONS AND DETAILS ST -7.. . ................... SECTIONS AND DETAILS (IF APPLICABLE) I FrpNn LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD EW EACH WAY OSB ORIENTED STRAND BOARD WSP WOOD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE SPF SPRUCE -PINE -FUR CONT CONTINUOUS O.C. ON CENTER LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO. (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 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 ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN DT12Z t7 F- BOTTOM OF STUD COLUMN CONNECTION • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO IST LEVEL STUDS/HEADER/BEAM. • "ATC' REQUIRES %" ATC WITHIN 3" OF SUPPORTED MEMBER. HEADER STRAPPING KEYNOTE CALLOUT NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD MSTA24 -TYPE OF STRAP CONNECTING HEADER TO JACK STUD DTT2Z KING/JACK GROUP BOTTOM CONNECTION • 1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP HEADER FRAMING KEYNOTE CALLOUT (2) 2110 - 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 _(D 00U 0 U Y CJ W L_ N W 00 cl' 04 04 0 CNS J U_ W J z 0 U N W H 0 11 z 0 r N LO�W W ry Z 0❑ 4 In 0 O w a Q Z w T�v_F-0 WO Jai? {-ZWUl0U rr a r L 0 ZwnmQcQDw❑ O W W a > �w JWLLWw-0 on w o z�0La iL wWFuWIUDjW6zW W 19 U1 wW0) � Z Qw W F 0w U 0 4 j 0:0y i- Fly zLL T ' 0 Ui PE ❑w❑7[L (]S❑❑ QwZI-Z�I. =oj(� D �EwwT �� 11, D� Qw ry Z <xwIj 0a1-0-I4UZ W nzDwl 1-Z4Fww D6 IJ id Z x4wU4a LL. Z w 4Waryl-Q ZUiww zT�zQ❑zZaa..U0L9 W0 Zzooz}+`Nwmn6zzz W -t= wwo4mz X41-z3� 4 WZU�L7WCW9F wW F- a� W L �z04a�0Ey01 waz� 0 �L1I-z3NIL(040(7)IT-z0Q J LL z SHEET NO.: 0 ST -1 o STRUCTURAL a- SPECIFICATIONS 0 JOB NO.: U AB251 4 Q SUBDIVISION: 0 Loch Lake J LL. d (; LOT NO.: z 1-5 FLOOR PLAN: o Building 1 O Z DESIGNED: SCP/JEF W �- REVIEWED: LiQ JPA Q REVISIONS DATE m W z 0 W z U) D IL Ar0 F_eApPPY F-AVEX U O O g STRU�TIi _ML i- t,IN �CI XGFC; IV ' 0 . `G E b �{�• 10 5$5411. 0 3� } LIJ A'EE OF ; rIL , a ff X A n OF, F 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 BE AT LEAST 1" DEEP, BUT NOT MORE THAN 1 %" DEEP 3. SEALING THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. 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 8401.4.1, 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 FOR. 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 PLAN/1 611 ®1 Oil FOUNDATION KEYNOTES: 8"x8" DEEP THICKENED EDGE A W/(1)#4 CONT 12" DEEP FTG W/#4 @ 12" B EW UNDER BOX COLUMN A I6"SQx,1 2" DEEP FTG W/ (3)#4 EW AD 24"SQx20" DEEP FTC; W/ (3)#4 EW Ae 30"SQx20" DEEP FTG W/ (4)#4 EW 36"SQx20" DEEP F'I'G W/ F (4)#4 EW 48"SQx24" DEEP FTG W/ G (5)#4 EW, T&B CMU/COMBINED SHEAR & UPLIFT WALL PANEL 0 O N N Q 0) N 04 N c� LU. Ili J _I z O N O i-. 0 ry n z O d' r� W z CD CK w z_ z O J U_ z O a ft- IY O U n 0 z O O 7 T w ¢ W }z 7 Cl L,ll z 0 LL ®. a F 0 Tw . 1- n C) N o) 00 04 �F (y) LL CL CD Nt x❑ z 20 uu n Qj UI❑ OWLQry z [W] Y F I,,11 O_ m❑❑z F•z0Ul❑wL)UJ� J_ Q° �W0_j zz❑ wUc °U]W�jLL oom� IW�L°)-Wz�o c a>-wW1 mmmOz° 4 F<0U1T-WW wF-6w� Q=OQOW I- ❑ U �wF'F 0�z WCL I' -F-0 ❑ ❑ZE,X❑2 ❑ O W z IL 1-- a T� O W J Q 7 l7QcUUZwwzm042W z Q x W O 0 F 0-I OZ �—aWf'FzQF WU1—�� WWZ �(QWUQo: Lz Ix �l m°� LIWQ � Ozz:it-0- zT)'zQ Z E 0 ❑ 7_ L9 0Z\ LU1W1L:16ZZ1T.F- wW�Qm? 0' F -Z32 Q W�02L7Wmf❑- U,iIaLl Ll0o H�Iz�= 0zua°art--� Z U Q— U ❑ I W° Z Q 0PZ_3NnQ.UF-iaomlz-?©L1 SHEETNO.: ST -2 FOUNDATION PLAN JOB NO.: AB2514 SUBDIVISION: Loch Lake LO I- NO.: 1-5 FLOOR PLAN: Building 1 DESIGNED: SCP/J EF REVIEWED: JPA REVISIONS DATE "STNUCTURAL ( ENGINF��fZ�ING r `a s4 N o � !3: - t'-,' g,F E lr f` orj ,R: E. •,5,13544 Zaa 311 611 = 11®„ I ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN I. TYPICAL BEARING BLOCK BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK'r0 "TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3) ROWS 10d @ 4" O.C. STAGGERED. 2. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 24" O.C. SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST -1/S 1 FOR FASTENER PROTECTION AGAINST CORROSION • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER: 2x6 ....................(4) 12d COMMON 2x8 ....................(6) 12d COMMON 2x10 ..................(8) 12d COMMON 2x12 ..................(10) 12d COMMON FLOOR FRAMING LEDGER (W/ NAILS): PT 2x6 ................(3) 16d COMMON PT 2x8 ................(5) 16d COMMON PT 2x10 ..............(7) 16d COMMON PT 2x 12 ..............(0) 16d COMMON FLOOR FRAMING LEDGER (W/ CREWS): P 2x6. ............... (3) %" x 4-Y2" LONG #14 WOOD SCREWS PT 2x8................(5)''/.i' X 4-%" LONG 414 WOOD SCREWS PT 2x10 ..............(7) %" X 4-%" LONG #14 WOOD SCREWS P 2x12 ..............(9) X" X 4-Y2" LONG P14 WOOD SCREWS 3. OVERFRAMING NOTES ALL RAFTER; TO BE MIN. 2x6 NO.2 SYP (q) 24" U.C. MAX. ALL "SLEEPERS" 1-0 BE PLANK-ORIEN fED (2) 2x4 SPF MIN. FASTEN "SLEEPERS' TO EACH 'rRUSS/RAFTER W/ (3) 16d COMMONS MIN. EACH RAFTER TO "SLEEPER" W/ SIMPSON MT816 UPLIFT CONNEC rOR. ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN, Wil • 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 O O N LO N 00 4 O N N N M u - J 0 0 N J 0 U Q n z 0 LO [` IT0 m z W 11, z z W n 0 J L1 7 0 0 CL ty 0 0 —, u - U z O 0 z w X I I n_ i' 0111 W yZ 7 0 W ¢ 0 1� 0 u- 0 0 z z w H 0 oo CN (D n I� 0 It it x 1) z 0 2: w w rV 40 �wY►❑-rw 03 jow0 LL.woo0 F-Zoul0` �w a} 0faDZ LL ww 4Qw Qeu0 wwIn�W-0Qc OIAW 1-1:t: >-wzF-0 �e4(mouw �iZwJ("l-u wrwv aw ❑w�-TTwOZU- arF-N�wzwa1L F F 0a0u.0ZL 11Q_�0 OwZ zWLL�0-j <It zaaXw❑qw❑�z4❑z p/ijz xF7aFwu1— ww14WC]aaz I,1aul'wu . z U, Lj (L -7 7 Ill F- Z 0 -R 00L7aw0 z hi 0 Q® z c Q L T Q LIZ- wLQ7C] 71- wg�W13 it �hTzzp-�Czw❑lLl w zL,a- ❑0 0 w©za o1 -?3N IIn<0(91-zCl0 SHEET NO.: ST -3A ROOF FRAMING PLAN JOB NO.: AB2514 SUBDIVISION: Loch Lake Lor NO.: 1-5 FLOOR PLAN: Building 1 DESIGNED: SCP/JEF REVIEWED: JPA REVISIONS DATE 11-06-2013 RAFTER SPAN SCHEDULE O.C. SPACING O.C. SPACING LUMBER SIZE 2x4 24 2x8 2x6 2x8 2x10 2x12 12" 15'-5" 19'-11" 23'-9" 26--0-- 6'-0"16" 16" 13'_4" IT -3" 20'-7" 22-4- 2' 0"24" 24" 10'-11" 14'-1" 16'-10" 19'-9" 20 L.L./15 D.L. #2 SYP Wil • 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 O O N LO N 00 4 O N N N M u - J 0 0 N J 0 U Q n z 0 LO [` IT0 m z W 11, z z W n 0 J L1 7 0 0 CL ty 0 0 —, u - U z O 0 z w X I I n_ i' 0111 W yZ 7 0 W ¢ 0 1� 0 u- 0 0 z z w H 0 oo CN (D n I� 0 It it x 1) z 0 2: w w rV 40 �wY►❑-rw 03 jow0 LL.woo0 F-Zoul0` �w a} 0faDZ LL ww 4Qw Qeu0 wwIn�W-0Qc OIAW 1-1:t: >-wzF-0 �e4(mouw �iZwJ("l-u wrwv aw ❑w�-TTwOZU- arF-N�wzwa1L F F 0a0u.0ZL 11Q_�0 OwZ zWLL�0-j <It zaaXw❑qw❑�z4❑z p/ijz xF7aFwu1— ww14WC]aaz I,1aul'wu . z U, Lj (L -7 7 Ill F- Z 0 -R 00L7aw0 z hi 0 Q® z c Q L T Q LIZ- wLQ7C] 71- wg�W13 it �hTzzp-�Czw❑lLl w zL,a- ❑0 0 w©za o1 -?3N IIn<0(91-zCl0 SHEET NO.: ST -3A ROOF FRAMING PLAN JOB NO.: AB2514 SUBDIVISION: Loch Lake Lor NO.: 1-5 FLOOR PLAN: Building 1 DESIGNED: SCP/JEF REVIEWED: JPA REVISIONS DATE 11-06-2013 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 24 2x8 2x10 12" 12'-5" 191-61, 251-81, 261-0" 161, 111-31, 17'4' 2T-4" 261-01, 24" 1 V-10" 151-611 20.4" 10 L. L./5 D.L. #2 SYP Wil • 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 O O N LO N 00 4 O N N N M u - J 0 0 N J 0 U Q n z 0 LO [` IT0 m z W 11, z z W n 0 J L1 7 0 0 CL ty 0 0 —, u - U z O 0 z w X I I n_ i' 0111 W yZ 7 0 W ¢ 0 1� 0 u- 0 0 z z w H 0 oo CN (D n I� 0 It it x 1) z 0 2: w w rV 40 �wY►❑-rw 03 jow0 LL.woo0 F-Zoul0` �w a} 0faDZ LL ww 4Qw Qeu0 wwIn�W-0Qc OIAW 1-1:t: >-wzF-0 �e4(mouw �iZwJ("l-u wrwv aw ❑w�-TTwOZU- arF-N�wzwa1L F F 0a0u.0ZL 11Q_�0 OwZ zWLL�0-j <It zaaXw❑qw❑�z4❑z p/ijz xF7aFwu1— ww14WC]aaz I,1aul'wu . z U, Lj (L -7 7 Ill F- Z 0 -R 00L7aw0 z hi 0 Q® z c Q L T Q LIZ- wLQ7C] 71- wg�W13 it �hTzzp-�Czw❑lLl w zL,a- ❑0 0 w©za o1 -?3N IIn<0(91-zCl0 SHEET NO.: ST -3A ROOF FRAMING PLAN JOB NO.: AB2514 SUBDIVISION: Loch Lake Lor NO.: 1-5 FLOOR PLAN: Building 1 DESIGNED: SCP/JEF REVIEWED: JPA REVISIONS DATE 11-06-2013 SECOND LEVEL STRUCTURAL FRAMING PLAN TO FLOOR TRUSS BELOW I w/ (2) 2x4 NO.2 SPF @ 12" O.C. 3/16" = 11 off STRUCTURAL KEYNOTES (CMU NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN I. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD'TO SW DBL TOP PLATE W/ I Od @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ IOd @ 3" O.C. CMU/COMBINED SHEAR & UPLIFT WALL PANEL O 0 N LO N co 4 O I d' N N N M J LL W J J z 0 Y U Q N a d' m h- U) i -- QC 0 U ry n z 0 U) LO ti 0 m z Z) rn ryLL W z FJ z w 0 1 U - z O 0 n. 0 U 0 0 U- U z 0 J 0 z w X w CL w z 0 W Q z cn 0 p U Q 0 O 1 0 IE w Q 0 (N V m 060 W CU C n - a) Cly a_ 0 I'll WW z 20 W W Q . 0 I'Y D ao°aL`w0 U3❑�Z F'zoWownwa Quo zpmQ�QzwO Ww WWaO WIWsIWWD10U) 0 J W�Wa I-0 F> -W7 0 Qa a zw)=..w_.1m6z0 Q4QQC7UITWWU) ()I W H 010wF'1TW0zU' AT04.jMwF-F�ZW<�- QrZ1-Z W �ZI�LL XQso❑ O Ld w c T 0 w I g Q ry L7QnUUzw wZUIOQSW z74XWOw1._.O-=L❑z WJzWbQWUQWW LL —a0 W Q ry 10 0❑ W . W J Z�>-Z40==(L000 W Z4 o - - a Q ❑ wW JQmZNtZQ1�Z3FQ wZO LI` WLLQ91- 0wwWg�- F-IZF1 �17ZW❑OFWF-Fk Zoo- QUY01' wWz< r-OF-?3Nauf'<a HZa0 SHEET NO.: ST -4 STRUCTURAL FRAMING PLAN JOB NO.: AB2514 SUBDIVISION: Loch Lake LOT NO.: 1-5 FLOOR PLAN. Building 1 DESIGNED: SCP/JEF REVIEWED: JPA REVISIONS DATE In (-MRQCT,IJ . o- �E Gf�I��FRINf3'`r,y �,, N 5 544 C S A Of r@ fpes0 F.E. In SECOND LEVEL ROOF FF�AMING PLAN 3/1611 = 11 Oil ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO2 GYP, MIN 48" LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK'f0'fRUSS VERTICAL OR TRUSS BOTTOM CHORD W/ (3) ROWS 10d C 4" O.C. STAGGERED. 2. LEDGER FRAMING NOTES: • FASTEN LEDGER TO FRAMING/TRUSS VERHCALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST -1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • IN ACCORDANCE W/ FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. ROOF FRAMING LEDGER: 2x6 ....................(4) 12d COMMON 2x8 ....................(6) 12d COMMON 2x10 ..................(8) 12d COMMON 2x12 ..................(10) 12d COMMON FLOOR FRAMING LEDGER (W/ NAILS): PT 2x6. ............... (3) 16d COMMON PT 2x8 ................(5) 16d COMMON PT 2x 10 ..............(7) 16d COMMON PT 2x12 ..............(9) 16d COMMON FLOOR FRAMING LEDGER (W/ SCREWS): P'r 2x6 ................(3) %" x 4-X2" LONG #14 WOOD SCREWS PT 2x8 ................(5) %" X 4-%" LONG #14 WOOD SCREWS P f 2x10..............(7)''/,i' X 4-%" LONG 414 WOOD SCREWS PT 2x12 ..............(9) %" X 4-%" LONG 914 WOOD SCREWS 3. OVERFRAMING NOTES • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP L 24" O.C. MAX. • ALL "SLEEPERS" TO BE PLANK -ORIENTED (2) 2x4 SPF MIN. • FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d COMMONS MIN. • EACH RAFTER To "SLEEPER" W/ SIMPSON MTS 16 UPLIFT CONNECTOR. • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 GYP COLLAR TIES FROM RAFTER TO RAFTER W1 IERE APPLICABLE W/ (5) 10d COMMONS MIN. BEAM SCHEDULE BEAM NO. RAFTER SPAN SCHEDULE NOTES O.C. SPACING LUMBER SIZE NOTE 1 2x6 2x8 2x10 2x12 12 15'-51, 191-111, 23'-9" 261-01, 16" 13'-4" 17'-3" 20'-7" 22'-0" 24" to, -II" 14'-1" 16'-10" 191-91, 20 L.L./15 D.L. #2 SYP BEAM SCHEDULE BEAM NO. CEILING JOIST SPAN SCHEDULE NOTES O.C. SPACING LUMBER SIZE NOTE 1 2x4 2x6 2x8 2x10 12" 12'-5" 191-61, 25'-8" 261_0" 16" 1 1'-3" I7' 8" 2TA" 26-0" 24" 9'-10" 15'-6" 20'-1" 23'-11., 10 L.L./5 U.L. #2 SYP BEAM SCHEDULE BEAM NO. BEAM SIZE AND TYPE NOTES BM1 (2) 1 3/,{{' x 16" PSL NOTE 1 BEAM SCHEDULE NO ES 1. FASTEN EACH PLY W/ (3) ROWS 10d (iD 12" O.C. STAGGERED. 2. FASTEN EACH PLY VIN (3) ROWS 10d Fg) 6" O.C. STAGGERED. 3. FASTEN PLIES W/ (2) ROWS f" DIA."FHRU BOLT W/ NUT AND WASHER (g 16" U.C. STAGGERED. PROVIDE 2" EDGE UISrANCE. TRUSS ENGINEERING NOTES: • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING. CMU/COMBINED SHEAR & UPLIFT WALL PANEL C) CD N LCA CV 00 4 C7 CV N N M J II w J J_ /z 0 U C) IJ 0 U n z 0 LO d- )t 0 U) I) m ry W z z W 0 J U - z 0 0 0 U IY 0 J U- Q U z 0 J 0 z w CIO ❑ w z O w z U) D 0 U I� xp ; Ep W W N 111 Q] Ul❑ 0wE Q7 LL 0 J❑ 0 F Z p w p u U W� Q�" Ld ?plll(Qw<Dw n> O w W 0 0 F Ll q n W❑ W W J g W w p pOmw F 0YW)-w 0 d 2 Z F Zn 1- 0InIWUml- 6W QW 0Wf-ITW0Z0 QTO4jW0 F-FwZ W7L F I: O I O 7 E U. 37 0 W W G. T a 0 w I O Q c 7QQU ZOVI�d00 T 0W 7 EzgwF7Q1 W n � LL JNQryi, En - U0? U. Id �I>-WIL Qa7 7n 00 L7aW ZO Z ❑0Z}.I�wwIL0 w— FI= W Qlnz—GQ[-Z3i Q w0 W 0' h �Lc0- aW ZL7 LIQ-TZFI--�aZwdaEI-� Z U Q- LI it O T W p Z Q 0E-?3NIw40[9WZ0U SHEET NO.: ST -4A ROOF FRAMING PLAN JOB NO.: AB2514 SUBDIVISION: Loch Lake LOT NO.: 1-5 FLOOR PLAN: Building 1 DESIGNED: SCP/JEF REVIEWED: JPA REVISIONS DATE �- aPfie P'AmeMN,P.E. 14, 58544 S. STRL�.G i�iFZAL. %�•.°•���! < �.•� i ��i v'� No 5 544 �- aPfie P'AmeMN,P.E. 14, 58544 EVERY OTHER STUD & EACH KING STUD TO BOTTOM PLATE W/ SP2. (OPTIONAL SDWC 15450 cD 32" TYPICAL EXTERIOR ROOF DECK OVER PREFAB WOOD TRUSSES TRUSS OR RAFTER TO TOP PLATE W/ FI8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (OPTIONAL SDW(,'15600 SCREW) TOP PLT TO STUDSJHDR W/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.C.) EVERY OTHER STUD AND EVERY KING STUD TO FRAMING BELOW W/ MSTA36 OR CS16 (WHEN FLOOR SYSTEM EXCEEDS 10" DEPTH, USE CS 16 EXCLUSIVELY) WOOD FLOOR TRUSS BY OTHERS . EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BETTER), UNO ON ROOF FRAMING PLAN (0P'TIONAL SDWC 15600 SCREW) TYPICAL EXTERIOR WALL SHEATHING SHEATHING TRANSFER:; - UPLIFT TO FLOOR TRUSSES. NO SPLICES WITHIN FIRST 4'0" FROM CMU. 1 ST LEVEL FLOOR TRUSSES ONLY: EXTERIOR HEEL W/ 2x4 RIBBON BOARD AT *TOP AND BO TTOM (2) COURSE BOND BEAM W. N0. 5 CONT. IN EACH COURSE AS SHOWN d '� r BOTTOM PLT ANCHOR A "- '/z" THREADED ROD WJ MIN 4" EMBED W/ NUT a; \\ & WASHER IN SIMPSON ACRYLIC -TIE j\\ ' / ADHESIVE ANCHOR @MAX 48" O.0 OR %" WEDGE BOLT W/ MIN 4%" EMBED W/ WASHER @ MAX 48" O.C. TYPICAL INTERIOR LOAD BEARING WALL SECTION 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERTICAL WALL REINFORCING PER DOWEL PLACEMENT PLAN, SHEET ST -2A TOP PLT TO STUDS/HDR W/ SP2 @ 32" O.C. (OP'TIONAL SDWC15600 SCREW @ 32" O.C.) BLOCKING AT PANEL EDGES 2x4 NO.2 SPF BOTTOM PLATE W/ 12d COMMON @ 6" O.C. TYPICAL FLOOR DECK I I I I I I t---------J 8'-1" ABOVE F.F.E. OF GARAGE DOOR 6'-V ABOVE F.F.E. 4'-9" ABOVE F.F.E. 2'-9" ABOVE F.F.E. iD /" DIA. ANCHO,, (LOF OPENING 2x8x12 PT CENTER BUCK 2x4 P'i TOP BUCK 2x6 P T BUCK EACH SIDE OF OPENING PROVIDE (5) %" DIA. J -BOLT w/ 5 %" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1 %" x 3/a" 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 W/ Iod COMMON @ 6" O.C. WALL SHEATHING TO BO FTOM PLATE W/ 8d COMMON @ 3" O.C. CONTINUOUS 2x4 RIBBON BOARD 2x4 DIAGONAL BRACE @ MAX 48" O.C. W/ (3) 10d COMMON TOE -NAIL AT EACH END. DIST. FROM DOORJAMB/ MIN. SCREW z BETWEEN BOTTOM OF WOOD PANEL AND CENTER OF FASTENERS. a' MAX GAP BETWEEN BO'T'TOM OF LENGTH WINDOW TO BLOCK LENGTH PANEL AND TOP OF SLAB. L Y4" OR 1 %" PER MANUF. 3" 5" N SHEATHING TO FLOOR TRUSS BOTTOM 1 z" MOISTURE BARRIER BETWEEN CHORD W/ 8d COMMON @ 3" O.C. MASONRY AND NONT, r LUMBER 1'Me , BY OTHERS 2 %" (2) COURSE CMU BOND BEAM W/ FLOOR TRUSS TO BOND BEAM W/ META20 aI #5 CONTINUOUS EACH COURSE @ 32" O.C. W/ MIN (7) 10d x 1%" A60VE FOR LENGTH: I' (NOTE: IF META20 1S IMPROPERLY ' VERT. REINFORCING TO HAVE INSTALLED, ATTACH TRUSS TO BOND DOOR JAMB OR WINDOW ATTACH TO 6" BEND INTO BOND BEAM BEAM W/ %" x 6" EMBED DRILL & EPDXY I OR TI TEN FID ANCHORS w/ 3" SQ x %" JAMB OR WINDOW, SEE TABLE v THICK WASHER @ 24" O.C.) PLUMB JAMB, DO NOT EXCEED %") PREFAB WOOD FLOOR TRUSS. SEE FRAMING PLAN I FLOOR TRUSS TO BOND BEAM VV/ ME'FA20 WJ MIN (7) 10d x 1Y2" (NOTE: IF META20 IS IMPROPERLY INSTALLED. ATTACH TRUSS TO BOND BEAM W/ HTSM20) I I PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 24" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUAL SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) I I I I I I II /� FOOTING AND SLAB PER / FOUNDATION PLAN TYPICAL EXTERIOR WALL SECTION GENERAL NOTES APPLICABLE TO ALL: 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO 2 SYP FASTENED W/(2) ROWS 10d COMMON @ 12" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (16)10d COMMON IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST -1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST -1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST -2A 8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. ALT. WALL SECTION AT FLOOR PARALLEL FLOOR TRUSS CONDITION (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) 'TOP PLT TO STUDSJHDR — w/ SP2 @ 32" O.C. (OPTIONAL SDWC15600 SCREW @ 32" O.C.) SPECIAL PANEL SPLICE BLOCKING IS NOT REQUIRED WHEN (5) OR MORE FIELD FASTENERS CAN BE INSTALLED ABOVE AND BELOW THE SPLICE LOCATION. FASTENER SPACING NO LESS THAN 3" O.C. VERTICAL BARS TO EXTEND TO TOP OF WALL AS SHOWN. MIN i1^ BEND INTO BOND BEAM TOP OF WALL i I I I I I � I II I I I I I I PRECAST LINTEL SEE SEE PLAN PLAN I EXTEND REINFORCING TO END OF PIER W/6" BEND TO LAP WALL REINFORCING AS SHOWN. MIN (2) NO.5 VERT. BAR IN I FILLED CELL A'T GARAGE DOOR OPENINGS I NO.5 VERT. BAR IN FILLED CELL AT EACH END OF PIER N0. 5 DOWEL �FROM / y( FOOTING W/ 244"" LAP. MIN 0" II ( BEND AT BOTTOM. II � it II II I I CONCRETE FOUNDATION WORK PER PLAN II II II TOP OF FINISH FLOOR SLAB I I I I I I /7N�< ! I I 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 SDWC 15600 SCREW) WALL SHEATHING TO TOP PLATE W/ 8d COMMON @ 3" O.C. PANEL SPLICE LOCATION PROVIDE BLOCKING TO FIT TIGHT BETWEEN STUDS OR PANEL JOINTS. BLOCKING TO BE %e" OSB OVER 2x4 NO.2 SYP W/ (2) 10d COMMON'TOE NAILS Ai EACH END. BOTTOM PLATE TO RIBBON BOARD W/ 10d COMMON @ G' O.C. WALL SHEATHING TO BOTTOM PLATE W/ 8d COMMON @ 3" O.C. MIDWALL PANEL SPLICE DETAIL GARAGE SHEAR PIER CONT. IL N Plv CORNERS OR #5 BAR AT c i �.❑.( OVVI HT MIN, 24" LAP zrd #5 CONi v. 8" CMU BOND BEAM BOND BEAM REINFORCING AT CORNERS TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) CMU/COMBINED SHEAR & UPLIFT WALL PANEL DIST. FROM DOORJAMB/ MIN. SCREW DIST. FROM DOORJAMB/ MIN. SCREW WINDOW TO BLOCK LENGTH WINDOW TO BLOCK LENGTH CL L Y4" OR 1 %" PER MANUF. 3" 5" N 1 z" 3'/n" 3y 5.' 1'Me 3 4., 3 „ 61. 2 %" 3 %" TITEN OR TAPCONS SCREWS SEE TABLE A60VE FOR LENGTH: . (2) ROWS Yj" DIA. @ 30" O.C. STAGGERED • (2) ROWS %B' DIA. @ 24" O.C. STAGGERED DOOR JAMB OR WINDOW ATTACH TO 2x PER MANUFACTURER'S DETAILS DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE v ABOVE (SHIM AS NEEDED TO PLUMB JAMB, DO NOT EXCEED %") Ix- PT NAILER BUILT UP 2x -ATTACHED TO MASONRY, (1) PLY OR'/,6" OR�' OSB MATERIAL MAY ATTACH TO WALL �-•1 DRYWALL 8" CMU WALL TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS, UNO) CMU/COMBINED SHEAR & UPLIFT WALL PANEL W 7 Z 0 i N It Uj U) ❑ Q ct� Z 0 z 2 o W IL W 0 4 , ❑ IL 0 4� N❑ ❑U1, w }❑ 0 �- Z OITI 6 w U W 0t 4 F � m 4�-.. 2 Q 7 w 4. oLJW�� Ow�jOwWOLI Z wawa I xt w a W oDma ZWFw_jmo U fn Z [i )❑ Q L9 , w (1) tJ1 W bj E Z 4 F'njIX (IwzIII O 4 -3 F- E O E ❑ a p 4wzazaa-C) _J a it w 0 wD w � z4aUbj0 0 )1: 0z 4 W Fc�o�� zF_ wm-0m w wwz X4w-Qaaz Z W W 4�w NF a0Dl� ' - ULT zIy-zQd--LL00 7Qw0 L9 129 z z°❑amZn�Q�Z�.. a Z wLU Zo�r�WL7F NW_t Ow �141Z�1=�'ZW❑QWI4-� Z[]4- C3v01 WOZ4 OF --z3: ELW<0VIFz-?oa W SHEET NO.: o ST -5 TYPICAL WALL SECTION O JOB NO.: U AB2514 SUBDIVISION: ry o Loch Lake U_ LOT No.: C) 1-5 FLOOR PLAN: 0 Building 1 U Z DESIGNED: SCP/JEF W F-- REVIEWED: w JPA IL REVISIONS DATE w 7 0 m Z W D a OA ImPjm" E A.x/ F— Q (tn ��TR�JI RAI. ® .• , N 58544 4-171 W J� AT (= ••f flC.tL1Af[les�i(;'F E. 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J8544 11-U6-2013 FASTEN 2x4 NO.2 SYP DIAGONAL BRACE TO BLOCKING W/ (6) 10d 2x6 NO 2 SYP DIAGONAL BRACE - (SEE PLAN FOR LENGTH) • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FF, 2x6 W/ 2x6 T -BRACE FASTEN 2x0 NO.2 SYP "T -BRACE" TO DIAGONAL BRACE W/ 10d (y) 3" O.C. 2x4x8'-0" NO.2 SYP LATERAL BRACE (tD 48" O.C. FASTENED TO EACH TRUSS W/ (3) 10d TOE -NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN BETWEEN'TRUSS TOP CHORDS W/ OUH-OOKERS. FASTEN EACH (3) 1 O EACH END BLOCK TO ROOF DECK AND DBL ROOF DECK 'TOP PLT W/ 8d COMMON @ 3" O.C. 2x4 SYP OUTRIGGER @ 24" O.C. -- CLIP To GABLE TOP CHORD W/ (1) H2.5FW/ (10) 8d x 14 - GABLE FRUSU -"GABLE'fRUSS y�ti�A 24" LONG 2x4 NO. 2 SYP SCAB APPLIED FO GABLE VERTICAL r - - � W/ 10d AT 3" D.C. I I I I 1 -2x6 NO 2 SYP DIAGONAL BRACE I I FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR FROM TO DIAGONAL BRACE TO GABLE VERTICAL I 2x4 NO. 2 SYP BLOCK CONTINUOUS 8'-0" OR AS SHOWN ON PLAN I I BETWEEN DIAGONAL BRACES. FASTEN TO DBL TOP PLATE W/ 10d AF 3" O.C. I I I I I I I I I i FASTEN (1) SIMPSON HGA10 BRACE CONNEC FOR t_ - - - - - - - _ J FROM TO DIAGONAL BRACE TO GABLE VER RCAL GABLE TRUSS TO TOP PLATE CONNECTION DUL TOP NLA TE PER PLAN 1. FACE NAIL GABLE BOF TOM CHORD TO CONTINUOUS BLOCKING W/ 10d Cad 8" O.C. 2. S TRAP TRUSS 1`0'TOP PLATE WITH MS IA12 W/ (8) 10d a) 48" O.C. EXTERIOR WALL PER PLAN WALL SHEATHING PER PLAN GABLE ANGLE BRACING DETAIL (W/ HGA10) 1) MAX. TRUSS SPACING = 24" O.C. 2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMfFFED FROM OVERHANG POR [ION OF DETAIL FOR NUN -DROPPED GABLE TRUSSES W/ 12" OR LESS OVERHANGS. 3) L OR'T BRACE VERFICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARIFY. 3%2" CONCRETE SLAB W/ - 6x6 W1.4 x W I A WWF OR FIBERMESH G _ 8" MIN 28" MAX /, VAPOR BARRIER/\ ° 2" MIN/ FOOTING TO BEAR ON ,, FIRM UNDISTURBED SOIL 6 OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12' UNDL R I STORY WALL WITH (2)!t4 OR (2)45 CONT - ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDLR 2 STORY WALL WI TH (3)94 OR (2)#5 CONT MONOLITHIC FOOTING SECTION 11= GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE SIEEPERTHAN V-0" VE=RTICALLY PER 3'•0" HORIZONTALLY, SEEK GUIDANCE OF EOR,PRIOR'I-O CONS IRUCTION, TU PREVENT EROSION OF SOIL. (2) #4 OR (2) #5 CONTINUOUS 0x0 - W 1.4 x W 1.4 WMNF ------------ '- -.-------__ -----_ VAPOR BARRIER BEARING WALL FOOTING SECTION 3%" CONCRETE SLAB W/ 6x6WIAxWIAWWFOR FIBERMESH 0'-0" A.F.F. SWG S. EE ARCH. .a .� D .4 $- 91 \\/i /i' VAPOR BARRIER 12" W/ (2)#4 OR (2)#5 CONT 6 BEARING CURB STEP SEC('ION CURB WIDTH VARIES 4 .4 -!t4 2/ 9" BEND BOTTOM 60" O.C. -F-VARIES +r Y O 4 (3) #4 CONTINUOUS o GARAGE WALL CURB SECTION IN LIEU OF BENT VERTICAL BARS, CONTRACTOR MAY INSTALL 3/" ANCHOR BOLTS W/ 12" EMBEDMENT AT 48" O.C. FOR BOTTOM PLATE ANCHORAGE 6x6 - W L4xW 1.4 WWF WATERPROOF BARRIER BLOCK PANEL EDGES WITHIN 4'-0" OF GABLE TRUSS (EDGEWISE OR FLATWISE) TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING BETWEEN TRUSS TOP CHORDS W/ A (3) 1 Od COMMQNS EACH END ROOF DECK - FASTEN 2x6 NO.2 SYP DIAGONAL BRACE TO BLOCKING w/ (6) 10d COMMONS FASTEN 2x6 NO.2 SYP "T -BRACE" TO DIAGONAL BRACE w/ 1 Od COMMONS @ 3" O.C. 2x4x8'-0" NO.2 SYP LATERAL BRACE @ 48" O.C. FASTENED TO EACH TRUSS w/ (3) 10d COMMON FASTEN ROOF DECK TO FRAMING @ 3" O.C. ON EDGE=, 6" O.C. IN FIELD W TH 8d RINGSHANKS I PROVIDE PANEL EDGE BLOCKING FOR NON -DROPPED GABLE T-0" OR AS SHOWN ON PLAN FASTEN (1) SIMPSON FIGAM10 BRACE CONNECTOR FROM TO DIAGONAL BRACE TO CMU MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS 3 GABLE ANGLE BRACING DETAIL 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. 2x4 NO.2 SPF SOLE PLATE W/ 12d COMMON @ 6" O.C. . DASHED LINE REPRESENTS SHEAR - PANELS AS LOCATED ON FLOOR FRAMING LAYOUT FASTEN BOTTOM PLATE TO PANEL W/ IOd @ 3" O.C. . FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ IOd @ 3" O.C. OR (2) LTP1 'TYPICAL FLOOR DECK 6x6CONCRETE SLAB W/ 0x6 W1.4 x WIA WWF OR 3;/2" CONCRETE SLAB W/ 94 OR #5 BAR FIBERMESH - 6x6 WIA x WIA )AWF OR \ CON'TINUOUS AT CURB 0'-0" A.F.F. FIBERMESH\ MOISTURE BARRIER BETWEEN SEE ARCH. 0-0 A'F'F' MASONRY 1BY OTHERS AND NON -PT LUMBER ---------DWGS. x a =--.4 :- \4' . N V DS. 8„ MIN //i \\ '' 'T 8" MIN 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x I 8"x6" THICKENED FTG 2-1/4" TAPCONS @ 24" O.C. STAGGERED 8"x8"THICKENED I1--) AT STEP-DOWN, SEE FTG PLAN VAPOR BARRIER AT STEP-DOWN, SEE VAPOR BARRIER 8 PLAN I (2) COURSE BOND BEAM vd (2) #5 CONTINUOUS IN EA. COURSE AS SHOWN I CURB STEP SECTION (`� SHOWER CURB STEP SECTION � dJ 6" PARTIALLY GROUTED EXTERIOR CMU WALL W/ HORIZONTAL AND VERTICAL I WALL REINFORCING PER PLAN I 8 -I3 %" CONCRETE SLAB - W/ Ox6 WIA x W A WWF OR FIBERMESFI VARIES 8" N11N - a• - ^ - _ 4i8- • a 26" MAX \//�. \\ + a VAPOR BARRIER / 1 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CON F ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 ',;TORY WALL WITH (3)#4 OR (2)#5 CONT GARAGE EXT WALL CURB SECTION /14 OR #5 BAR 3 %" CONCRETE SLAB W/ CONTINUOUS AT CURB GxG WIA x W 1 A WWF OR FIBERMESH 0'-0" Fl.F.F. EE ARCH. DWGS. VAPOR BARRIER 12" W/ (2)#4 OR (2)#5 CON f --1 SF-IOWER BEARING CURB STEP SECTION 2x4 NO.2 SYP P T CON f. NAILER FASTEN W/ (2) ROWS %;'GJx2/n" TITEN a) 16" O.C. STAGGERED 2x4 N0.2 SYP PT CONT. NAILER 2x4 SYP OUTRIGGER @ 24" O.C. CLIP TO GABLE 'TOP CHORD WITH (1) H2.5F w/ (10) 8d x 1-12" 2x4 N0.2 SYP BLOCKING BETWEEN OUTLOOKERS. FASTEN EACH BLOCK TO ROOF DECK AND DBL 'TOP PLT WITH 8d COMMON @ 3" O.0 GABLE TRUSS WALL SHEAfHING PER PLAN L ORT BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING CONTRACFOR TO PROVIDE MOISTURE BARRIER BETWEEN ALL LUMBER & MASONRY GABLE TRUSS TO BOND BEAM Wl METALU @ 48" O.C. W/ MIN (7) 10d x 1 %" (NOTE' IF ME TA2013IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ FITSM20 OR MSTAM36) 2x4 N0.2 SPF OR BETTER (a) 16" O.C. MAX BOTTOM PLATE TO LEDGER W/ I Od @ w O.C. 2x8 P F NO.2 SYP LEDGER W/ (2) ROWS J" x 2-Y," LONG TAPCON ANCHOR @i MAX 24" O.C. STAGGER ROWS STAIRS 2x PT FURRING SHOWN FOR CLARITY. NOT STRUCTURAL. FASTEN EACH RAFTER TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS. 2x4 NO.2 SYP RAFTE=R AND CEILING JOISFA 1` 24" O.C. FASTEN RAFTER TO JOIST WITH MIN (4) 8D COMMON. SHEA'TI I ASSEMBLY FULLY PER SFRUCTURALPANEL SPECIFICATIONS, ST -I, FOR ROOF SHEATHING. FASTEN EACH JOIST TO NAILER W/ MIN (4) 8D COMMON TOE -NAILS. D SHED ROOF DETAIL FASTEN 2x4 NO.2 SYP DIAGONAL BRACE TO BLOCKING W/ (6) 10d 24 NO 2 SYP DIAGONAL BRACE - (SEE PLAN FOR LENGTH) • UP TO 8FT SINGLE 2x6 ONLY • UP TO 20 FT, 2x6 W/ 2x6 T -BRACE FAS FEN 2x6 NO.2 SYP "T -BRACE" TO DIAGONAL BRACE W/ 10d @ 3" O.C. 2x4x8'-0" NO.2 SYP LATERAL BRACE @ 48" O.C. FASTENED TO EACH TRUSS W/ (3) 10d TRUSSES PARALLEL TO WALL: 2x8 P SPF (MIN) NAILER FASTENED 'TO MASONRY W/ (2) ROWS }' DIA. x 3" FAPCONS Vii) 12" O.C. TRUSSES PERPENDICULAR TO WALL: 2x8 P F SPF (MIN) BLOCKING BETWEEN EACH TRUSS. FASTEN TO MASONRY W/ 1/4" DIA. x 3"'fAPCONS @ 12" O.C. MOISTURE BARRIER BY OTHERS DECK BEAM w/ FI2.5f ROOF TRUSS OUfL00KERS. FASTEN EACH OR RAFTER PORCH BEAM 2x4 SPF (MIN) BLOCKING TOP PL'f W/ 8d COMMON (%) 3" U.C. BE FWEEN EACH zz TRUSS. FASTEN TO (I) mTA•24 BEAM w/ IOd @ 4" O.C. PLAN. SEE (ABLE 2; SHEEI S1-1 eu BEAM w/ FI2.5f (PORCH CEILING BOARD) OUfL00KERS. FASTEN EACH (3) 1Od EACH END PORCH BEAM FRAME W/ VERTICALS @ 16" O.C. TOP PL'f W/ 8d COMMON (%) 3" U.C. tUUF UECK PORCH BEAM TO POST: • FASTEN TOP & UOTTOM CHORD (I) mTA•24 TYPICAL PORCH SHEATHING DETAIL POST TO SLAB: TO EACH FLOOR'FRUSS w/ (4) 10d ABU POST BASE ANCHOR AT MASONRY EXTERIOR WALL OR DT -12Z (THIS DETAIL IS REQUIRED A'I- ALL COVERED (UNLESS NOTED OTHERWISE) PORCFIES UNLESS NOTED OTHERWISE) El✓ TOE -NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN BE=TWEEN TRUSS TOP CHORDS W/ OUfL00KERS. FASTEN EACH (3) 1Od EACH END BLOCK TO ROOF DECK AND DBL FRAME W/ VERTICALS @ 16" O.C. TOP PL'f W/ 8d COMMON (%) 3" U.C. tUUF UECK N • FASTEN TOP & UOTTOM CHORD 2x4 SYP OUTRIGGER @ 24" O.C. - - CLIP TO GABLE TOP CHORD W/ TO EACH FLOOR'FRUSS w/ (4) 10d (1) H2.5T W/ (10) 8d x 1-k" 0 0 yF / - GABLE TRUSS WALL SHEATHING PER PLAN 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 TRUSSE=S W/ 12" OR LESS OVERHANGS. 3) L OR'I- BRACE VERTICAL REINFORCEMENT PER'IRUSS ENGINEERING NOT SHOWN FOR CLARITY. TYPICAL EXTERIOR ROOF DECK OVER PREFAB WOOD TRUSSES TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BE'T'TER), UNO ON ROOF FRAMING PLAN (OP RONAL SDWC 15600 SCREW) FRT PLYWOOD SHEATHING FOR FIRS f T-0" IJP ROOF ------ TYPE "X" DENSGLASS MOISTURE RESISTAN T EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD W/ NOT DIP I I GAUGE GALVANIZED %6" HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. FAS FEN EACH STUD TO LADDER FRAME W/ MSTA 12 @ 16" O.C. IMOISFUREBARRIERBE-1WEEN MASONRY AND NON -PT LUMBER BY OTHERS 1 LAYER %"'TYPE "X" DE=NSGLASS EX f SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SI1EA'I FIING FIRE CAULK JOINTS AND SEAMS 'TOP PLT TO STUDS/MDR w/ SP2 @ 32" O.C. (OP'HONAL SDWC 15600 SCREW (g) 32" 0.C.) %" TYPE "X" DRYWALL INTERIOR SIDE, 2x6 STUDS @ 16" O.C. FASTEN PER TYPICAL SHEET ROCK SPECS. %" TYPE "X" RATED GYP/BD. EXTERIOR SHEATHING W/ NOT DIP I I GAUGE GALVANIZED %a' HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. 'TYPICAL FLOOR DECK :3 • 2x4 NO.2 SYP E=DGEWISE LADDER --/ 24" LONG 2x4 NO. 2 SYP SCAB (D �^^rr � FRAME W/ VERTICALS @ 16" O.C. APPLIED'TO GABLE VERTICAL N • FASTEN TOP & UOTTOM CHORD ------ -� W/10dATWO.C. I I I TO EACH FLOOR'FRUSS w/ (4) 10d I I -2x6 NO 2 SYP DIAGONAL BRACE 0 0 COMMON FASTEN (1) SIMPSON HGA10 BRACE El✓ CONNECTOR FROM TO DIAGONAL II BRACE TO GABLE VERTICAL I (NOTE: IF META20 IS IMPROPERLY 2x4 NO. 2 SYP BLOCK CONTINUOUS 8'-0" ORAS SHOWN ON PLAN I I BETWEEN DIAGONAL BRACES. Z I8" U) _ I FASTEN TO DBL TOP PLATE W/'IOd - I AT 3" O.C. I I I I I 1 -A 0 I FASTEN (1) SIMPSON HGA10 BRACE CONNECTOR _ FROM TO DIAGONAL BRACE 70 GABLE VERTICAL / PER DOWEL PLACEMENT PLAN, GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN 1. FACE NAIL GABLE BOTTOM CHORD TO V SHEET S T -2A CONTINUOUS BLOCKING W/ 10d @ 8" O.C. 2. STRAP TRUSS *TO FOP PLATE WITH MSIA12 W/ (8) 1 O @ 48" O.C. EXTERIUR WALL PER PLAN WALL SHEATHING PER PLAN 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 TRUSSE=S W/ 12" OR LESS OVERHANGS. 3) L OR'I- BRACE VERTICAL REINFORCEMENT PER'IRUSS ENGINEERING NOT SHOWN FOR CLARITY. TYPICAL EXTERIOR ROOF DECK OVER PREFAB WOOD TRUSSES TRUSS OR RAFTER TO TOP PLATE W/ H8 (EQUAL OR BE'T'TER), UNO ON ROOF FRAMING PLAN (OP RONAL SDWC 15600 SCREW) FRT PLYWOOD SHEATHING FOR FIRS f T-0" IJP ROOF ------ TYPE "X" DENSGLASS MOISTURE RESISTAN T EXTERIOR SHEATHING USED AS SOFFIT BACKER BOARD W/ NOT DIP I I GAUGE GALVANIZED %6" HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. FAS FEN EACH STUD TO LADDER FRAME W/ MSTA 12 @ 16" O.C. IMOISFUREBARRIERBE-1WEEN MASONRY AND NON -PT LUMBER BY OTHERS 1 LAYER %"'TYPE "X" DE=NSGLASS EX f SHEATHING BETWEEN TRUSSES FASTENED TO 2x BLOCKING, OVERLAP WALL TOP PLATES AND RUN TIGHT TO ROOF SI1EA'I FIING FIRE CAULK JOINTS AND SEAMS 'TOP PLT TO STUDS/MDR w/ SP2 @ 32" O.C. (OP'HONAL SDWC 15600 SCREW (g) 32" 0.C.) %" TYPE "X" DRYWALL INTERIOR SIDE, 2x6 STUDS @ 16" O.C. FASTEN PER TYPICAL SHEET ROCK SPECS. %" TYPE "X" RATED GYP/BD. EXTERIOR SHEATHING W/ NOT DIP I I GAUGE GALVANIZED %a' HEAD NAIL @ 4" O.C. EDGE, 8" O.C. FIELD. 'TYPICAL FLOOR DECK CMU/COMBINED SHEAR &UPLIFT WALL PANEL O :3 • 2x4 NO.2 SYP E=DGEWISE LADDER --/ LID 1__ 00 (D �^^rr � FRAME W/ VERTICALS @ 16" O.C. N • FASTEN TOP & UOTTOM CHORD I TO EACH FLOOR'FRUSS w/ (4) 10d (2) COURSE BOND BEAM w/ (2) #5 0 0 COMMON CON IINUOUS IN EA. COURSE AS SHOWN El✓ FLOOR TRUSS TU BUND BEAM W/ II I META20 W/ MIN (7) 10d x I%" (NOTE: IF META20 IS IMPROPERLY INSTALLED, AT TRUSS TU v I BUND BEAM W/ FITSM20) Z I8" U) PAR FIALLY GROUTED CMU L W/ VERT CAL WALL REINFORCING 0 / PER DOWEL PLACEMENT PLAN, V SHEET S T -2A CMU/COMBINED SHEAR &UPLIFT WALL PANEL O :3 (� LID 1__ 00 (D �^^rr � CF) N N M 0 0 J El✓ W Z 0 U) 0 Q N C.r d' W I- D 0) 0 Q z 0 U) Z 0 W D I�- W IL 00 Q Z Od7 QJ IT1w 0Ui, WO N}00? FZDUIOUWM Qf-a0 z0In It p WW O WW�> pwww1,ww-O O wwJ 0BY fA pOm- I �{ U>-w71- IY n_} 4Z.1Wh NJm6ZU W 4 I_ L9U1I'TWU)aZ[w]it 7 F- T O Q p Q � ry F FZ w< 0 U)1,ZL 0 D a W Z 7 v 1, - O W J O Q W T ' w 19 U�ZWWZUIO4iw IiLI ZW�OZQ1'wW!x6 W Q UQG to WLy Q T �I- OU�ZNwW ZT1•Z�0- IL00L7QW0 L7019Z> I U) _W �U1Z71 W L" -j -wm UlWQaF.L1 Z_ p IAz>-zIOtiwwFL 01 Q- ❑ F Z U Q F Q w O T W p Z L J 7 0 nlw-?3ciiLu)40 F --0U J LL iSHEET NO.: 0 ST -6 o STRUCTURAL 13- DETAILS 0 JOB NO.: (-' AB2514 SUBDIVISION. 0 Loch Lake J LL LOT NO.: z 1-5 0 FLOOR PLAN: o Building 1 0 Z DESIGNED: v SCP/JEF W F- REVIEWED: w JPA d REVISIONS DATE m W Z 0 I LI i W 0 LL �T�tlfCT , RAU� 0 � r � : yr N 58544 V �:; -ytr• U s/ Q L.,. :�� {�•• � • •, y `gid/ r y fx2P� LTi P.F. GABLE TRUSS BOTTOM CHORD W! SIMPSON A35 OR EQUAL @ MAX 48" U.C. (INSTALLED OVER GYP BOARD) TYPICAL ROOF DECK OVER PREFAB WOOD TRUSSES (EXCEPT FIRE TREATED 1ST 4'-0" OF UNITS. SEE ARCH DRAWINGS.) GABLE TRUSS BOTTOM CHORD W/ SIMPSON A35 OR EQUAL @ MAX 48" U.C. (INSTALLED OVER GYP BOARD) GABLE TRUSS BOTTOM CHORD W/ SIMPSON A35 OR EQUAL @ MAX 48" O.C. (INSTALLED OVER GYP BOARD) TYPICAL INTERIOR WALL DBL TOP PLATE: NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP SPLICE. 10d COMMON FACE NAIL @ 12" O.0 W/ MIN (8) NAILS IN LAP. TYPICAL ROOF DECK OVER PREFAB WOOD TRUSSE=S (EXCEPT FIRE TREATED 131,4'-0" OF UNITS. SEE ARCH DRAWINGS.) GABLE TRUSS BOTTOM CHORD W/ SIMPSON A35 OR EQUAL @ MAX 48" O.C. (INSTALLED OVER GYP BOARD) TYPICAL INTERIOR WALL DBL TOP PLATE: NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP SPLICE. 10d COMMON FACE NAIL cg) 12" O.0 W/ MIN (8) NAIL S IN LAP. PRE-ENGINEERED ROOF TRUSS. SEE "WALL SECTION a ROOF," ST -5 FOR UPLIFT CONNECTOR. =sz_Txti—=.==-=`=rte=� 1111 II II II I I II II I II 11 II II II I I I II II II II TYPICAL INTERIOR WALL DBL TOP PLATE: NO.2 SYP DBL 7UP PLATE W/ MIN 24" LAP SPLICE. 10d COMMON FACE NAIL @ 12" O.0 W/ MIN (8) NAILS IN LAP. TOP PLT TO STUD @ 32" O.C. W/ SP2 TYPICAL ROOF DECK OVER PREFAB WOOD TRUSSES (EXCEPT FIRE TREATED ISF4'-0"OF UNI FS. SEE ARCH. DRAWINGS) II II II II II II II II II II II II I I II PRE-ENGINEERED ROOF TRUSS. SEE "WALL SECTION @ ROOF," S"f-5 FOR UPLIFT CONNECTOR. II TYPICAL INTERIOR WALL DBL TOP PLATE: NO.2 SYP DBL TOP PLATE W/ MIN 24" LAP SPLICE, 10d COMMON FACE NAIL @ 12" O.0 W/ MIN (B) NAILS IN LAP. TOP PLT TO STUD 0- 32" O.C. W/ 3P2 TYPICAL INTERIOR WALL DBL TOP PLATE: TYPICAL INTERIOR WALL DBL TOP PLATE: NO.2 SYP DBI -Top PLATE W/ MIN 24" LAP NO.2 SYP DBL TOP PLATE W! MIN 24" LAP SPLICE. 10d COMMON FACE NAIL @ 12" O.0 SPLICE. 10d COMMON FACE NAIL @ 12" O.0 W/ MIN (8) NAILS IN LAP. W/ MIN (8) NAILS IN LAP. J'GYPSUM WALL BOARD W/ 6d z" GYPSUM WALL BOARD W/ 6d COOLER NAILS: 4" O.C. AT PANEL COOLER NAILS: 4" U.C. AT PANEL EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING Z' GYPSUM WALL BOARD W/ 6d GYPSUM WALL BOARD W/ 6d COOLER NAILS: 4" O.C. AT PANEL COOLER NAILS: 4" O.C.Ar PANEL NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL 1" GYPSUM WALL BOARD W/ 6d EDGES, 7" O.C. IN FIELD. BLOCKING EDGES, 7" O.C. IN FIELD. BLOCKING PANEL EDGES. PANEL EDGES. J" GYPSUM WALL BOARD W/ 6d I NOT REQUIRED AT HORIZONTAL NOT REQUIRED AT HORIZONTAL PANEL EDGES. 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 PANEL EDGES. NOT REQUIRED AT HORIZONTALNOT REQUIRED AT HORIZONTAL PANEL EDGES. PANEL EDGES. 2x4 N0.2 SPF OR BETTER @ 16" O.C. MAX 2x4 N0.2 SPF OR BETTER (cn 10" O.C. MAX 2x4 NO.2 SPF OR BETTER (Til 16" O.C. MAX 2x4 N0.2 SPF OR BETTER @ 18" O.C. MAX 2x4 NO.2 SPF OR BETTER @ 16" U.C. MAX 2x4 NO.2 SPF OR BET FER @ 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 i) 6" O.C. 2x4 NO.2 SYP SOLE PLATE W/ 12d 2x4 N0.2 SYP „OLE PLATE W/ 12d COMMON @0 6" O.C. COMMON @ 6" O.C. • N1STA36 @ 32" O.C. • MSTA36 @ 32" O.C. 2x4 Not SYP SOLE PLATE W/ 12d FASTEN BOTTOM CHORD OF .ATTACH S'fkFlP TO STUD WHICH CONTAINS -A TTACH STRAP TO SAME STUD WHICH 2x4 N0.2 SYP SOLE PLATE W! 12d FASTEN BOTTOM CHORD OF TRUSS TO LEDGER W! 10d a 6" O.C. CON TAINS 70P PLATE 70 STUD CONNECTION COMMON @ 6" O.C. COMMON a3 6" U.C. @ TRUSS TO LEDGER W/ 10d @ 6" O.C. TOP PLATE TO STUD CONNECTION • NE REPRESENTS SHEAR • DASHED LINE REPRESENTS SHEAR PANELS AS • DASHED LINE REPRESEN TS SHEAR PANELS AS DASFIED LI PANELS LI LOCATED ON FLOOR TYPICAL FLOOR DECK LOCATED ON FLOOR FRAMING LAYOUT LOCATED ON FLOUR FRAMING LAYOUT FRAMING LAYOUT TYPICAL FLOOR DECK • FAS FEN BOTTOM PLATE "FO PANEL W/ 10d CTC) 3" O.C. • FASTEN BOTTOM PLATE TO PANEL W/ 10d cD 3" O.C. • FASTEN CHORD OF SHEAR PANELS TO LE=DGER W/ • FASTEN CHORD OF SHEAR PANELS TO LEDGER W/ • FASTEN BOTTOM PLATE TO PANEL W/ 10d (Cil 3" O.C. OR (2) LTPI tOd @ 3" O.C. O (2) LTPI lad @ 3" O.C. FASTEN CHORD OF SHEAR PANELS TO TYPICAL FLOOR DECK TYPICAL FLOOR DECK LEDGER W/ 10d @ 3" O.C. OR (2) LTPI TYPICAL FLOOR DECK TYPICAL FLOOR DECK 11 7 IMOISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER MASONRY AND NON-P'T LUMBER BY OTHERS BY OTHERS MOISTURE BARRIER BETWEEN ^ MOIS FURE BARRIER BETWEEN NZMASONRY AND NON -PT LUN1BER MASONRY AND NON -PT LUMBER 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x BY OTHERS BY OTHERS rFl OISTURE BARRIER BETWEEN MOISTURE BARRIER BETWEEN 2-%" TAPCONS @ 24" O.C. STAGGERED r' L--%" TAPCONS @ 24" O.C. STAGGERED ASONRY AND NON -P7 LUMBER MASONRY AND NON -PT LUMBER T .A Y OTHERS BY OTHERS 2x8 NO.2 SYP Pi LEDGER W/ (2) ROWS A" x 2x8 NO.2 SYP P F LEDGER W! (2) ROWS ''/n" x (2) COURSE BOND BEAM w/ (2) #5 2 3/" TAPCONS @ 24" O.C. STAGGERED I 2 /" TAPCONS @'24" O.C. STAGGERED 2x8 N0.2 SYP PT LEDGER W/ (2) ROWS %" x I CONTINUOUS IN EA. COURSE AS SHOWN 2x8 NO.2 SYP PT LEDGER W/ (2) ROWS %" x 2-% C" TAPCONS @ 24" O.C. STAGGERED COURSE BUND BEAM w! (2) #5 I I CONTINUOUS IN EA. COURSE AS SI IOWN 2=/" TAPCONS @ 24" O.C. STAGGERED I (2) COURSE BOND BEAM w/ (2) #5 CONTINUOUS IN EA. COURSE AS SHOWN I I I I 8" PARTIALLY GROUTED CMU WALL 8" PARTIALLY GROUTED CMU WALL I WY VERTICAL WALL REINFORCING W/ VERTICAL WALL REINFORCING PER DOWEL PLACEMENT PLAN, 8" PARTIALLY GROUTED CMU WALL PER DOWEL PLACEMENT PLAN, SHEET S7 -"LA W/ VERTICAL WALL REINFORCING I SHEET ST -2A PER DOWEL PLACEMENT PLAN, SHEET ST -2A I i PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 24" LAP WALL I(IF DOWEL IS OMITTED NSTALLED, DRILL AND OEPPWEL OF i PROVIDE DOWELS MATCH VERTICAL IMPROPERLY REINFORCING W/ MININ 24" LAP OXY DOWEL (IF DOWEL IS OMITTED OR IMPROPERLY EQUAL SIZE W/ MIN. 6" EMBEDMENT IN INSTALLED, DRILL AND EPDXY DOWEL OF PROVIDE DOWELS TO MATCH VERTICAL WALL MONOLITHIC, 12" EMBEDMENT IN MASONRY) REINFORCING W/ MIN 24" LAP I EQUAL SIZE W/ MIN. 6" EMBEDMENT IN (IF DOWEL IS OMITTED OR IMPROPERLY �I MONOLITHIC, 12" EMBEDMENT IN MASONRY) INSTALLED, DRILL AND EPDXY DOWEL OF I II EQUAL SIZE W/ MIN. 6" EMBEDMENT IN a. MONOLITHIC, 12" EMBEDMENT IN MASONRY) g II J TIM Z II FOOTING AND SLAB PER FOUNDATION PLAN II I I Z II I FOOTINGAND SLAB PER FOUNDATION PLAN II N I I FOOTING AND SLAB PER FOUNDATION PLAN A3 TYPICAL P RATION WALL A4 TYPICAL SEPARATION WALL ATYPICAL SEPARATION WALL qT ST -7 CMU/COMBINED SHEAR & UPLIFT WALL PANEL o Lo OR a < -a � N N � L1.