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Home My WebLink AboutAPPROVED GONZALEZ RES. LOT 151-LAYOUT■- Designed 'per 322.2.2.1 Provide Flood Flaps FL# 11381.1 engineered flood vent — installed per manufacturers recomendations. i vent = 220 sq. ft. of coverage Carport = 242 sq. ft. — 2 vent required Vents to be 8" above ara a floor Provide L20 I FIST =I /-)/')= =I A k 4T-8" g g intel above vents _8 10'-2,1 —II 23'-10" 51_�11 Window Schedule Mark Size Window Description 1. 3'-111 x 5'-3" SINGLE HUNG — EGRESS 2. 21-211 x 51-311 FIXED GLASS 3. 2'-211 x 2,-2/1 SINGLE HUNG 4. —2" x 31-21' SINGLE HUNG 2'-211 x 51-3" SINGLE HUNG 6. 4'-011 x 5'-311 FIXED GLASS 6'-0" x 5'-311 FIXED GLASS g, 1'-4" x 6'-811 FIXED GLASS 9, 4'-21' x 5'-3" SINGLE HUNG 10. 4'-0" x 3'-0" FIXED GLASS - L Windows to be white ESP aluminum windows with tint. Provide muntin'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 ail masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A B 3'-011 X 6'-811 FOAM FILLED FIBERGLASS 6 PANEL C 6'-0" X 6'-8" FOAM FILLED FIBERGLASS 6 PANEL D 2'-811 X 6'-811 SOLID CORE - WOOD E 2'-8" X 6'-811 SOLID CORE — WOOD — POCKET F G 4'-0" X 6'-8" SOLID CORE — WOOD — BIFOLD H J I'—O" X 6'-8" SOLID CORE — WOOD — 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. —rdo'eeproduct approval chart on these plans for exterior or manufacturer information (including garage door) - Provide one exit door (swing type) that is 3'-0" 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. First Floor Square Footage First Floor A/C �85 sq. ft. Carport 210 sq. ft. First Floor Total 955 sq. ft. Second Floor Square Footage Second Floor A/C = 102 sq. ft. Second Floor Total = 102 sq, ft. Under roof Square Footage Breakdown First Floor Total = 955 sq. ft. Second Floor Total 1026 sq. ft, Total Space Under Roof 1981 sq. ft. A/C Space Breakdown First Floor A/C = -184 sq. ft. Second Floor A/C = 1026 so. ft. Total A/C space _ 1810 sq, ft. Total Cubic Volume I-f -480 cu. ft. SECOND FLOOR FLAN SCALE 114" = 1,-0,, I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 11. Ali exposed attic insulation materials installed on attic floors shall have a critical radiant 2. Contractor to STRICTLY enforce ALL OSHA Requirements, flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 3. ALL Lumber to be used as Beam, Rafters, etc... to have materials exposed on the underside of the roof deck or on the attic Walls shall comply a minimum 1,400 P.S.I. fiber stress. with F.B.C. Residential Section R31�f - see ermit Info box of code edition C`131 4. No dissimilar metals to touch. 18. G psum board material shall conform to ASTM C3�, C-19, C475, C514, C�30, S. ALL Concrete used for slabs shall be 2500 PSi concrete, and C4�0, C1002, C10,41,C11-1-1, C1118, C1218, C139S, or C139� and shall be installed ALL Concrete used for vertical filled cells, continuous, tie beams etc.. to according to the following: shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �. 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 nor stud dimensions. q: ALL plumbing fixtures to be low flow. 10. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 11. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 12, Separation between residence and garage shall be per FBC R309.1 and R309.2 13. Door between garage and residence shall be 1-3/8 solid wood - 20 min. fire rated 14, Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanlIn�g smoke developed index not to exceed -450 when tested in accordance with STM B 84. Dr wall g Thickness Location Orientation Framing Member Max. spacing P 9 of fasteners Mail sizing options for installation of drgwall into ing Maximum wood framing members nails Screws 2" x min. thickness Ceiling Perpendicular 24" -111 12!1 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" !ong �2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either 1611 811 1611 Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" -111 1211 13ga l 5/8" loo`ng with 19/64" head O 0.098" diameter x 1 3/8" long 11 annular —ringed or 6d cooler nail 0.092" dia. xR 1 -1/8" long with Walls Either 16" 811 16" Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Insulation shall comply With F.B.C. R31io. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, 1(. ball and ceiling finishes shall have a smoke -developed index of not greater than 450 A108.1, A118.1, A118.3, A13�.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CIIl8 and installed I.A.W. manufacturers recommendations shall metal top plate 5/8" drgwall ceiling on truss bottom cord Filled Cell Masonry Column With One #5 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location " drgwall on 2Single Filled Cell Column 2" x 4' metal studs at 16" o.c. Finish to match existing NTS Filled Cell Masonry Column With One 95 From Footing To Beam Each. 4-3 metal bot track Conc. Fill To Be 3000 PSI E . ( A" �M ) 1"1i"N 1 sse d Tie Dow 3�11 High 2" dia. handrail 1 (1) 45 bar Sit min lap embed sooting nts �I li �I II (I II II E II II I� II m I� II II IL---_____ — I� LL 30" min. Corner Steel Lap nts Q Ili N Q' 3 � U p � attached to wall W/ , min. 1 1/2" between a Provide two pig floor joist for stairs Q3 11 risers at �.59 high Lo 1-4 treads at 11 deep X X < 211 " X 12 " Treads (2 2" x 12" wood beam iy- Ul p 0 bolted to girder truss with jl� = u 0 p i (2 5/8" dia x 5" lag screws with min 3" separation betwee U1 op (1) � > 0 screws at each web location < u Q <MOD < 00� U Hang stringers to beam 10 using (4) _J �- I I v < Simpson HGA with I. t— t— L- < 1/4" x 3" wood screws into beam 0000 # and (4) 1/4" x 1 1/2" wood screws i Z N N into stingers 0 STORAGE 2" x 12" Stringer one on each side of BELOW - m stairs UJ W x —t \ Tgpe „X" drywall I N I I" 6-- � t— _n L r Attach stringers to floor using +' Simpson HGA 10 with (4) -�- 1/4" x 2" tapcons into floor and (4) 1/4" x 1 1/2" wood screws - in o s ingers STAiR DETAIL Scab: 1/2 1'-011 Attach window to block wall with 114" dia x 3" tap —cons with min 1/2" penetration at 12" o.c. max SHEET N 0 : Attach door to block wall with and 6 o.c. max from each corner thru 1/4" dia. x 3" tap —cons with min. Exterior face I" x '1" PT Buck 2, 1 1/211 penetration at 12" O.C. max of wall and 6" o.c. max from each corner thru Varies OF S. I„ x 8" PT Buck JOB NUMBER: face - ill -fit =] T b...I. 21-iSi k 2 sides t header Detail at Exterior Doors NTS