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HomeMy WebLinkAboutThompson Sheet 2seat 13'-10" 1J L B A T�l-1 2 0 � B Mir i= o w O E O - - © 2't 4�� - - 10'-O" - - D AH - - - F_ O Nl o C 2 0 00 H.B. FOYER _41, II'-O" O - 0 1 GARAGE00 1 N D EG ESS IO C-2 I I ENTRY I �o D I I I N � ll Il o I I 2'-3" / 9,_2„ 12,_4„ 91111111100 � O D ASS „� SITTING ROOM Stair info: 1-1 risers at i 5/8" high I� Treads at 11" deep sa L O m O in ­ 8' x 18' car spice Provide Smart Vent Model #1540-510 engineered food vent - installed per man facturers recomendations. I vent = 200 sq. ft. of coverage -age = 233 sq. ft. - 2 vents required Camp panel Meter Window Schedule Mark Size Window Description I. I'-6" x 5'-3" FIXED 2. 21_2" x 3'-2" SINGLE HUNG 3, 3'-1" x 5'-3" SINGLE HUNG - EGRESS 4, 2'-2" x 2'-2" SINGLE HUNG 5, 3'-1" x 3'-2" SINGLE HUNG 6. 2'-2" x 5'_3" SINGLE HUNG -1. 21_2" x 21_2" OCTAGON 8. 4'-0" x 2'-2" FIXED - ALL Windows to be white windows with tint. Provide muntln's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A 3'-O" x 8'-O" FRENCH DOOR B 2'-8" x 6'-8" MASONITE 6 PANEL C 21-4" x 6'-8" MASONITE 6 PANEL D 2'-6" x 6'-8" BI-FOLD E '-O" x 6'-8" BI-FOLD F q'-0" x 8'-0" GARAGE DOOR G (2) 2'-0" x 8'-0" SLIDING GLASS DOOR H 21_8" x 6'-8" BI-FOLD J 4'-8" x 6'-8" BI-FOLD K 2'-6" x 6'-8" MASONITE 6 PANEL POCKET L 2'-8" x 6'-8" MASONITE 6 PANEL POCKET M (2) 3'-0" x 6'-8" SLIDING GLASS DOOR N 2'-2" x 6'-8" MASONITE 6 PANEL POCKET - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer information (including garage door) - Provide one exit door (swing type) that is 3'-O" wide minimum and one emergency escape door (not shuttered). if escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. SEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS WITH CONCRETE SEALANT PRiOR TO BUCK INSTALLATION PER FBCR 103.8 14'-0" 0o eq i 6, CA o MASTER BEDROOM ®� -I LL 0 0 r o � QD o s a �- O 12'-6° U oM _� EO DN 3 2 O 8x4 0 register 1 - 1 O � K I W'I'C:� I o dia. duct - vent vent through soffit _ - - 5-12-21 8. 2" x 36° ° O A / C ttic Accessl O NASE with light I N REF - O I' KITCHEN o� -JO W _ o a N IIIIIIII O 01 ° 5 1 0 o I .4.)II II ,I 20'-2„ m cc LIVING ROO- o c+l Digitally signed oQo°""""vQ� 0 by Daniel R. e�L R. Braden `�� Date:2O21.05.13 oQ��°° ° 08:23:46-04'00' opt °o a.l.-°o°oo�'°oac v v v +-► to 01 v ON 0ON cA 1 C 1 01 O N I I I I > -I- LnLnLn 0) 1 -u fD Q `r v I N B4-3 Q QNQ U O N > m O Q) ,r Ln ao foo) O SEC �D FL_OOR FL_ � NN E / FiRST FLOOR FL-/4N L ��� °� SCALE i/4" = i'-O" Q- o NN@ tt \ / SCALE 1/4" = 1'-0" 21'-�" i o ra FIRST FLOOR F'.LAN TYPICAL NOTES: SCALE 1/4" = 1'-0" � N i. Contractor to verif ALL notes and dimensions prior to 20. All exposed attic insulation materials installed on attic floors shall have a critical radiant u r �, x E LL y p 25. ALL drawings and written material herein constitute original work of this firm and the same or any part L'� � I` � flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation}-U_ I proceeding with work. materials exposed on the underside of the roof deck or on the attic walls shall comply © thereof MAY NOT be duplicated, disclosed, distribute or used m any manner without written consent � � � 2. Contractor to STRICTLY enforce ALL OSHA Requirements. of this firm. Any user thereof, without consent, shall be indebted to this firm for full commission. Qj Ill 3. ALL Lumber to be used as Beam, Rafters, etc... to have with F.S.C. Residential Section R314 - see permit info box of code edition a minimum 1,400 P.S.I. fiber stress. 21. Gypsum board material shall conform to ASTi'1 C36, C19, C4-f5, C514, C630, C931 WALL SYMBOL LEGEND C960, C1002, C10-41,C11-11, CII-18, C1218, C1395, or C13% and shall be installed O N 4. No dissimilar metals to touch. accordin to the following: 5. ALL Concrete used for slabs shall be 2500 PSf concrete, and g g" �= CBS walls - F111 cells soled with concrete and (I) #5 bar vert. at 40 to ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan t Drain at water heater in accordance with the Florida Plumbing Code current edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 19. The Garage shall be separated from residence and the attic area by 5/8" type "X" \ 8' x Car Space �I Column schedul& Mark Size and Description C-1 8" x 8" concrete column with (4) #5 bars vert and #3 ties at 12" o.c. C-2 4" x 4" PT wood post C-3 8" x 16" concrete column with (4) #5 bars vert and #3 ties at 12" o.c. C-4 3%2" x 3%2" x%" Steel column DrgwalI Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing op lions for g installation of drywall into Spacing Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 11, 12„ 13ga 13/8" long with 19/64" head 0.098" diameter x 11/4" long )/2 „ annular -ringed or 5d cooler nail 0.080" dia. x 15/8" longwith Walls Direction 16" g" 16" 15/64" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1„ 121, 13ga 15/8" log with 19/64" head OR 0.098" diameter x 1 3/8" long 5 „ / annular -ringed or 6d cooler nail OR 0.092" dia. xx 1 1/8" long with walls Either 16" 8" 16" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. O.C. for walls up to high. Space 32" O.C. for walls up to 15'-O"* jL For walls over 10'-0" a special inspection is required by any licensed structural engineer to review and approve the vert, steel installation in the footings, in the wall cavity and into beam. O = 2" x 4" non -bearing stud walls - see sections. Insulate with R-11 batts at bathrooms It between A/C and Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate with-R-11 batts at bathrooms It between A/C and Non A/C Second Floor Square Footage Q spaces Second Floor A / C = 988 sq. ft. LL 2 x 6 bearing stud walls - see sections. insulate with R-19 batts at bathrooms It between A/C and Sheet Non -A/C spaces LU First Floor Square Footage U1*7 drywall applied i6. Garages to garage wall. beneath habitable rooms shall be separated from all habitable rooms 22. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, First Floor A/C = s 41 sq. ft. Under Roof Square Footage Breakdown A/C Space Breakdown Z above by no less than 5/8" type "X" drywall "X" A108.1, A118.1, A118.3, A136.1 and A131.1 23. Cement, fiber -cement backers ASTM Covered Porch Total = 40 s q• ft.LLI First Floor Total = �20 sq. ft. First Floor ,4/C = ��7 sq. ft. OF s. 1-1. ALL Floor to ceiling assemblies shall be protected by 5/8" type drywall or glass mat gypsum in accordance with C1288, C1325, OR C1118 and installed i.A.w. manufacturers recommendations shall Garage = 233 sq, ft. Second Floor Total = 988 s ft. Second Floor A/C = 988 ft. Q 18. wall and 19. wall and Ceiling shall have a ceiling finishes shall flame -spread classification of not greater than 200 have a smoke -developed index of not greater than 45o be used as backer for the wall the m tub areas and wall panels m shower areas. First Floor Total = 920 sq. ft. q� sq. = 1,,035 sq. ft. Comm # Total space under roof = 1,908 sq. ft. Total A/C Space 24. ALL materials used below base flood elevation must be flood resistant. This is to include 2 0 - 3 s all wall coverings in garage and elsewhere if applicable. � Copyright ©_,�