Loading...
HomeMy WebLinkAboutPLANS 10262161_8.. 1) Q. 14'-10" J � L q'-2° AwAbu 15'-0" 12'-4" FLOOR FL/4N Pool DD D o0 00 0 00 00 00 O N Pum 16'-O" 13'-4" o BEDRCC0l $t2 ilte Flat Ceiling O D SPA I�'-O">1 D Pum 12'-O° COVERED N Water o FAMILY PORCH _m _ I\ C C N N N Rod & Shelf O B 8 6H 42 © COVERED E�N — ® PORCH HOW "' D cLosu I BENCH 5 Shelves ,t- O O Rod it Shelf --------- <r N / 20 C�,2 ' 00 °O 00 O 1111 � _ 4N/ — — — — — — — O A/C O o KITCHEN I MASTER 12'-0" o� o I BEDi�00M 2 Flat Ceiling `I 5 Shelves m f �/ f G II'-O" A.F.F. °0 I N Coffer Ceiling � I ll'-O" A.F_F. O G \ \ Tray Ceiling PANTRY �O. B A T H 43 3,_ ° G I A/C ou O I Fla Ceiling - o Rod t Shelf `r 10'-O" A.F. U (u I 0 O _N _ O O Flat Ceiling Q C-2 N I O O G G o r — — — 1 � Rod Shelf I� 1,4�IU ao - -- # -1 F:2 x 36"Qj boJc twith sight s� I r I I H I � I I o _ O BEDR00M 44 Flat Ceiling r B E I\D C C I IM # S I f C Y E R 2'- I 3'-�" C L C. I I m 2. N Vent Dryer thru roof L — — _j STUDY O — — — � Rod t Shelf Q o _ C_r N o 0 10'-0" A.F.F 10' 0" A.F.F 12'-0" Flat LAUNDRY Ceiling M o MT F 0 Flat Ceiling 0 ,A MASTEfi� `O H.B. O O 10'-O° Mi or_I B T Mir r W H - MT 12'-4" O METERA ° Panel "A" O O - F 'ANC O 0 0 D D S O O D D 10'-0" A.F.F Flat Ceiling 1,4bo\kel 3'-10" 2'-8" 2'-8" - - - - - - - - - - - - -- I L R-II Batts OD0 i _ _ 0 SH ER EN OSURE ° 0 D D I r22, x 36° DD O O D D DD ,Attic Accessl C —1 C — I with light I o H.B. I I I I 0 61_011 12„ 12" I I GARAGE I I I I I I I I _ o I_ I I I O � N o I I � I I O © I I I I I I I 0 I I 23'-4" I I o 0 - - - - - - - - - - - - - 0 ° E) E) I 1 17100 00 0 1 1 00 TYPICAL NOTES: I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. -4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 3000 PSI concrete, and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to shall be min. 3,000 F.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 or stud dimensions. mil. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan $ 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 15. The Garage shall be separated from residence and the attic area by 5/8" type "X" drgwall applied to garage wall. WALL SYMBOL LEGEND �= CBS walls - Fill cells solid with concrete and (1) ##5 bar vert. at 40" o.c. for walls up to 10'-0"* hi h. Space 32" o.c. for walls up to 15'-O"* 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. 2" x 4" non —bearing stud walls — see sections. insulate with R-11 batts at bathrooms t between A/C and Non —A/C spaces = 2" x -f" non —bearing stud wall at plumbing locations See floor plan for locations Square Footage Breakdown Total A/C Space = 2,931 sq. ft. Covered Porch Total = 33'4 sq, ft. Garage = %2 sq. ft. Under Roof Total = 4,021 sq, ft, Uj indoui Schedule Mark Size Window Description I. 3'-1" x 5'-3" SINGLE HUNG 2. 4'-5" x 5'-3" SINGLE HUNG - EGRESS 3. 3'-1" x 4'-4" SINGLE HUNG `I- 4'-0" x 2'-0" FIXED GLASS 5. 6'-0" x 2'-0" FIXED GLASS 6. 4'-5" x 3'-2" SINGLE HUNG -1. 3'-0" x 3'-6" FIXED GLASS 8. 2'-211 x 3'-2" SINGLE HUNG 9 2'-6" x 2'-6" CASEMENT — ALL 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 all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A " 3'-0" X 8'-0 FOAM FILLED FIBERGLASS 6 PANEL B 16'-O" X 8'-O" GARAGE DOOR C 9'-0" X 8'-0" GARAGE DOOR D (3) 3'-0" x 8'-0" SLIDING GLASS DOOR E (2) 3'-0" X 8'-0" SLIDING GLASS DOOR F 3'-0" X 8'-0" 20 MINUTE FIRE DOOR G 2'-8" X 8'-0" HOLLOW CORE INTERIOR DOOR H 5' -0" X 8'-0" BIPASS DOOR J 2'-8" X 8'-0" HOLLOW CORE INTERIOR DOOR K " 5'-0" X 8'-0 BI-FOLD DOOR L 4'-0 " X 8'-0" BI-FOLD DOOR M 6'-O" X 8'-O" BI-FOLD DOOR — 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'-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. VA , I �' pm I Digitally signed by Daniel R. Braden Date: 2021.10.27 1 n_'ln_nn nAlnnl ITA � O � N a� N o w — oo r k N N C� N N � N Ct �WW N o0 Ul L U O z W oo m � O < > NNE O U < < Z 0000 # 1 N CA ~ O (17 ~ LLI x �LL � fQ U Ln I <4-3 -tt+ 0 (f) DATE DRAWN 10-18-21 DRAWN BY: D.R.B. T.E.R.F. CHECKED BY: D.i2.B. MODEL: CUSTOM SERENITY LAITY H Q SHEET w Imo—+ OF 8. JOB NUMBER: 21-244 Diagonal bracing to 2" x 4" to span 8'-0" from gable ei nailed to each truss 2" x 4" bracing to s 8'-0" from gable enJ each truss with (2) Ic 19/32" CDX plywood sheeting nailed per roof sheeting attachment detail on roof plan sheet Soffit and fascia — see typical section for exact details 2" x 4" sub —fascia 1/8" thick light textured stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. ClarkOietrich XJIS Double-J expanded flange galvanized control o nt attached to pl wood using d ring shank nails (2) in each corner See typical wall section for wall and at 16" o.c. thereafter with min. construction I" penetration into studs CABLE E N E) W A L L ED E T 41 L N 211 ) Oakridge shingles FLU 1004.1 nailed with typical 1 1/2" ring shank nails — see approval for all spacings, laps and edge distances per product approval with 5 5/8" exposure through 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan Galt' -Alum Metal drip on I" x 3" Beveled Drip 6r 2" x 8" Fascia. 1/2" Dense glass screwed to truss webbing with #10 SS screws at 6" o.c. field and edges finished with Trowel on stucco finish per manufacturers recomendations Strap beams to columns using Simpson HETA 20 at each beam end Column C-4 grade NTS Girder Truss 3 1/2" x 3 1/2" x 1/4" thick steel column 10" x 10" x 5/8" thick base plate with (4) 5/8" dia. x 8" A.B. preset in concrete slab 0 0 0 4 3/4" wide x 12" high x 8" long x 5/8" thick steel column cap prewelded to steel column. Provide 1/8" dia. predrilled hole for (3) 5/8" dia. thrubolts. /ADJUST CAP WIDTH AS NEEDED TO MATCH GIRDER THICKNESS VERIFY WITH TRUSS SHOP DRAWINGS PRIOR TO FABRICATION I 3 1/2" x 3 1/2" x 1/4" thick steel column 5/8" dia. x 8" a.b. preset in concrete slab � 1 10" x 10" x 5/8" thick base plate prewelded to column Base D&tail Secondary Pour 14" x 14" square to recess bolts T.O.B. T_gplcal Steel Column Detail __J� A.F.F. nts MAX. UPLIFT = 6,000 Ibs MAX. GRAVITY = 10,000 Ibs Beam B2 I/2" dense glass attached to bottom chord using #10 x 2" SS screws at 6" o.c. field and edges and finished with trowel on stucco finish per manufacturers recomendations Beam and column show beyond 4" concrete slab with fibermesh OR "x6" #10/10 wwM on 6 and Visqueen over clean compacted termite treated fill i I7_71 n-- IIII III ,�� �iii IIII F-24 Section at E ntrq F orch Scale 3/4" = 1'-0" Wood truss bottom chord 26 ga. top track screwed to studs using (2) Type "S" screws each side of each stud Attach to trusses using (2) #8 screws at 48" o.c. max cr Qj 3 %" 26 ga. G.I. metal stud blocking at mid -span of studs a `o 0 n R rn \1/2" drywall 3 %" 26 ga. G.I. metal stud at 16" O.C. > 6- m 26ga bottom track screwed to studs +using (2) Type "S" screws each side of each stud Typical base INTERIOR WALL SECTION nts nts Oakridge shingles FLU 1004.1 nailed with typical 1 1/2" ring shank nails — see approval for all spacings, laps and edge distances per product approval with 5 5/8" exposure through 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan 12 \ 6 SLOPE Simpson HTS strap at each truss Vsup orting Max. 1450 lbs. uplift ) IOd x 1 1/2" nails in each strap Galt' -Alum Metal drip on I" x 3" Beveled Drip on 2" x 8" Fascia. 5/8" thick light textured trowel on stucco finish applied to 1/2" dense glass screwed to soffit framing using #10 x 2" SS screws at 6" o.c. field and edges Trusses at 24" o.c. see shop drawings by others II'-0" T.O.B. A.F.F. Beam B2 Hang beams on columns using Simpson MBHA 5.56/11.88 with (1) 3/4" dia. ,ATR top and face Column C-1 with min. I" embedment set in Simpson ET Epoxy Tie ,adhesive / grade 1/2" dense glass attached to bottom chord using 410 x 2" SS screws at 6" o.c. field and edges and finished with trowel on stucco finish per manufacturers recomendations 4" concrete slab with fibermesh OR 6"x6" 410/10 wwM on 6 mil Visqueen over clean compacted termite treated fill IIII _ I� — F-36 Section at Entrq Forch Scale 3/4" = 1'-0" 6" min. of Icynene LD-C-50 spray foam insulation on bottom of roof sheathing in compliance with [CC-ESR-1826 Oakridge shingles FLU 1004.1 nailed with typical 1 1/2 dated Feb. I, 2012. Install DC 315 Intumescent coating ring shank nails — see approval for all spacin�ggs, laps and per section 4.3.2 of ICC test noted above to comply edge distances per product approval with 5 5/8" exposure with 15 min. thermal barrier requirements. through 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Maxim 1810lbs. uplift Galt' -Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x 6" Sub -Fascia 12 6 F_ Q 5/8" thick stucco on 3/8" hi -rib lath X attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members O i 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap — at each filled cell base board Grade � "-1111 IIII,;,,IIII, 1111=III �� F-16 TYPfC,4L SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) 5/8" drywall with smooth finish 1/2" dr wall over I" x furring strips at 16" o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertainingg ASTM codes. Mortar to be Type "M" only. Provide Our-O-Rock at al r wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). Max. spacing shall not exceed 32" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over —clean compacted termite treated fill Digitally signed by Daniel R. Braden Scale I/2" = 1 —v Date: 2021.10.27 10:27:18-04'00'