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HomeMy WebLinkAboutPlans pg 2FLOOR FLAN lH, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = i'-O" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding with work. steel crash post. Floor Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 50 kei steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2r=° S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ''3/8" ° 2,=11 6. Drywall at ceilings shall be leveled and attached to bottom chord " , of trusses with screws per FBC R­02.3.5, 2 T 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 Drain at Water heater In accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. y, 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 R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9,2 IT All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation p q P p b x 6" P.T. Buck Walled to block with case hardened Wade materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C�19, C4-15, C514, C630, C931 .' C960, C1002, C1047,C1117, C11-18, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R"f02.3.5) Or Thickness Location OnentaUon Framing spacinr Maximum Max. spacing of fasteners Nail sizing options for installation of drywall into wood framing members 2 x min. thickness Nails Screws Ceiling Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail OR 0.080" dia. x 1 5/8" long with 15/64" head Walla Either Direction 16" 8„ 16" OR Ggpsum board nail 0.086" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 121,13ga 1 5/8" long with 19/64" head e" 0.098" diame ter x 1 3/8" long annular -ringed or Lid cooler nail OR 0.092" dia. x 11/8" long with 1/4" head Walls Either Direction 16" 8^ 16" OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck Into block with 3/I6" tap -con with -I 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/19" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136.1 and A137-1 20. Cement, fiber -cement or glass mat g psum backers In accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations Shall be used as backer for the wall the in tub areas and wall panels in Shower areas. 21. 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 accompanylng smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Union Corrugating Co. 26 ga. SV crimp metal roofing FL#: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at ell laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 par Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101ba. uplift \ (shop drawings by manufacturer) Aluminum Drip ) " \R-30 blown fiberglass Edge t Fascia V-in bottom chord of trusses /2" drywall with smooth finish 2" x 6" sub -Fascia Two rows of beam block filled with concrete and (1) #S bar cont. in each row. Substitute Kagcan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8 dia shank x I5" long galv. bar cont. for bottom row over openings roofing nails with 3/8" dia, head per product approval - see chart sheet #1 1/2" drywall over I" x furringg strips at I6" o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls 5/8" thick light textured - All drywall to be installed per FBC R102.3.1 stucco on typical concrete 7 and shall meet all pertaining ASTM codes. block construction Ica Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cffl 5 llba it concrete nd at each filled cell Max. spacing shall notcaexceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated rill Grade 'r 14" x 14" Concrete footing 14" with (2) 45 bars cont. and #5 TY F I C A L S E C T I O �I transverse bars at 48" o.c. f �l Scale : 1/2" .J AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = Is sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. f t. Total Under Roof= 2,124 sq. ft. 2" VTR JAL I I I 21' VTR MasterC�� JL Bath 1 1 y I Lev. 2" Lev. 1 2" VTR W.C. JIL I I 2. I shwr. 3" J Kit. sink I Kitchen 2 I Lev. 3" W.C. Bath #2 shwa. 3" C.O. To septic PLUMBING RISER -' 1" x 6" P.T. Buck nailed to block with case hardened nails HI e a d prior to door attachment fixed door sliding door 91 ry Masonry Wall /2" \ Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding Door D t a 1 f 1/2" peretration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approvalJamb At Masonry Wall NTS wlndow Schedule Mark Size ROu h O en, Window Descrl tion PRESSURE ZONE I. 4'-5%"x 5'-3 %a" 51%"x 63/4'' Single Hung ZONE 4 2, 6'-2%s"x 5'-3 %' 15" x 63 %" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%"x 38Y Single Hung ZONE 4 4. 4'-5%'x 4'-2%" 54v'x 54%-, Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction / Door S chdule Mark Size Rough Opening Door Descri tion PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %," Of �:u°" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 E 2'-4" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %," Solid Core Wood, Steel, or Masonite Door H 2`8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Si -Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET UI All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction O_ o li- o- C Ven Dryer thro h wall \ O I v- EGRESS l� 12" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch M,4STER U � BEDROOM I to 8'-0" A.F F Vaulted eihng Flat Ceiling GREiyT O Roo IN I I Rod it hell' I 21'-8" i') Varntg to e r 34 Y233 I� I O 0 2" x 6" knee -wall 8'-O to 9'-8' A.P.F. r r IOC below counter top Vlaulted Ceding CLO ET 1 DINING Rod t Shelf 8" Sam F I ATH o �� Vanity to be I I 34 /2"high ° (4111) 9%q,: 13,-0s/4„ KITCHEN H3heall I o O L _ _-1/2" °� v wer-flan - - Cy 8'-O" A.F.F. 9 I-1 Flat Ceiling Upper cabinets to �R-II Batt e neulaLj Gon s I - N A/C 4"� Steel Ballard w'H See detail on this sheet Provide auto I 22" x 54" , " � p � closer Attic Access with light II Q - L- - - - -J 3 22" - 150 Amp Meter P nel s m a GARAGE O -4" A.F.F. Flat Ceiling O ----------------- IBlockBlock wall Ir �J garage to be 1 struck block I I I I I I � I I 14'-6" i I I n w � © I Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max, from each corner and 20." o.c. max thereafter at Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall Buck to be I" x 4" PT Rod t Shelf, - A.F.F. Flat Ceiling 13'-6" SECOND m BEDROOM EGRESS _ 0O O Q O COVER D 12" x 12" concrete column block filled ORC with con rete and (2) #" ars vert, tied into lintels above 7 2" 12'-6" \ 3'-5" 2'-8' P.T. Buck Walled to INSTAL_ VULKEM BLOCK SEALANT I block with case hardened nails ON ALL JAMB, HEADER, AND D e t a i l at W in d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK NTS INSTAL-ATION Braden t Braden AI A, FA Wynne Building Corp. Date Drawn Revisions Architects - Planners q p� 12-8-16 411 S.E. Coconut Avenue Car 1 t on I I GARAGE Drawn by: Tel : (172) 281-8258 LEFT Fax : (172) 287-8283 0C.C.U. E-mail: bradenaiamcomcast.net Spanish Lakes Checked b Stuart, FL 34994 UAAC000032 St. Lucie County Florida g: _ D.R.B. Exterior face of wall 5'-2" 2 Attach buck to block wall with 1/4" dia. Elco comic screws with min. I I/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door ry M crews thru jamb into buck °6eocn In Inge and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. i�-3o0 OF 5 pa